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HomeMy WebLinkAboutLAKESHORE DR 16746_BLDG2018-2488 WALL LEGEND PROJECT NOTES: PROJECT DATA 40 w � Ha ° 1.DOOR NOTES: PROJECT SCOPE: TENANT IMPROVEMENT . -.--^- -I EXISTING WALL W J m o A. ALL DOORS'HARDWARE SHALL MEET ACCESSIBILITY REQUIREMENTS.DOOR SHALL BE OPERATED 5 LBS.(INTERIOR)&5 LBS. DESCRIPTION OF USE: SELF-SERVICE COIN LAUNDRY li (EXTERIOR)OF PRESSURE APPLIED. LLI C F z S 4 0 (N)METAL STUD PARTITION WALL(OR WOOD STUD CODE: 2016 CALIFORNIA BUILDING CODE D AS NOTED) - B. THRESHOLD SHALL NOT EXCEED 1/4"HEIGHT OR UP TO 1/2"IF THRESHOLD BEVELED 51:2 RATIO.BOTTOM OF HE DOOR SHALL BE 2016 CALIFORNIA ELECTRICAL CODE BETWEEN 10"SOLID&SMOOTH H.C. H.C.ACCESS SYMBOL 0 DOOR.DOOR LEVER SHALL BE BETWEEN 2'-6"TO 3'-8"FROM FINISH y z i O WINDOW/DOOR CALLOUT FLOOR. 2016 CALFORNIA MECHANICAL CODE Lu O a C. DOOR SHALL BE OPERABLE FROM HE INSIDE WITHOUT HE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT(CBC 1003.31.8) W LL m Q EQUIPMENT/HARDWARE CALLOUT - 2016 CALFORNIA PLUMBING CODE Z D. IN B OCCUPANCIES,KEY LOCKING HARDWARE MAY TI USED AT HE MAIN ENTRY DOORS,PROVIDE A SIN IN CONTRASTING LETTERS 2016 CALIFORNIA ENERGY CODE TITLE 24 ' OF 1 INCH OR MORE IS PROVIDE AT THE DOOR STATING "DOOR TO REMAIN UNLOCKED WHEN HE BUILDING IS OCCUPIED." ( ) Z DETAIL CALLOUT 2. ACCESSIBILITY NOTES: 2016 CALIFORNIA GREEN BUILDING CODE W A. WALKS&SIDEWALKS U 1. WHEN ABRUPT CHANGES 1N LEVEL NOT EXCEEDING)h"OCCUR,THEY SHALL.BE BEVELED WITH A SLOPE NO GREATER THAN SELF SERVICE LAUNDRY TENANT: J wW 1:2,EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4"MAY BE VERTICAL.SEC 1133B.7.4 FIG 118-5E(C)&(D) OCCUPANCY GROUP: B J Z LU n Ir PROJECT TEAM 2. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING J¢"SHALL COMPLY NTH HE REQUIREMENTS FOR Q a a CURB RAMPS.SEC 1133B.7.4 (E)CONSTRUCTION TYPE: TYPE V-B(NON-SPRINKLERED); ONE-STORY Z O rn N LU 3. WHEN HE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS I VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY SQUARE FOOTAGE: 1,795 SF(GROSS) Q NTH THE PROVISIONS OF SECTION1133B.5 AS A PEDESTRIAN RAMP.SEC 1133B.7.3 -0BUSINESS OWNER: 4. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4"PER FOOT EXCEPT WHEN THE ENFORCING AGENCY OCCUPANT LOAD: 1,795 SF/100 PERSON= 18 PEOPLE c� LL Z BVN COMPANY LLC FINDS THAT DUE TO l"PER FOOT°CAL I'IONS IT CREATES FOR DISTANCES NOT1133B.7.1.3 NSECB H HARDSHIP, E CROSS SLOPE CAN BE INCREASED *EXIT: Q TO A MAXIMUM OF iS c TAMMY DOAN EXISTING: TWO G 5. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60"BY 60"AT ADOOR OR GATE THAT SWINGS TOWARD Z N <.d 2306 SOUTH FAIRVIEW STREET,SANTA ANA CA 92704 THE WALK,AND NOT LESS THAN 48" "WIDE BY 44 DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.SEC REQUIRED: ONE 1133B.7.5 - o PHONE: .(714)981-5252 6. WALK AND SIDEWALK SURFACES SHALL BE SLIP-RESISTANT AS FOLLOWS: SEC 1133B.7.1 m -_..__ _______ _.. _._..__- --_-__ - SITE PARKING: i A. SURFACES WITH A SLOPE OF LESS THAN 6%GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT *REQUIRED: r DESCRIBED AS A MEDIUM SALTED FINISH. - ARCHITECTURAL DESIGNER /ELECTRICAL DESIGNER/MECHANICAL ENGINEER /PLUMBING ENGINEER: B. SURFACES.WIH A SLOPE OF 6%GRADIENT SHALL BE SUP-RESISTANT. *EXISTING: - ENGINEERING DESIGN ANALYSIS INCORPORATED 7. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE,NOT INTERRUPTED BY STEPS OR BY ABRUPT *(E) CONDITIONS; NO INCREASE OF FLOOR AREA; NO INTENSIFICATION OF SPACE USAGE 10231 SLATER AVENUE, SUITE 207, FOUNTAIN VALLEY CA 92708 CHANGES 1N LEVEL EXCEEDING Ye"AND SHALL BE A MINIMUM OF 48"IN WIDTH. - � 8. WALKS SHALL EXTEND A MINIMUM OF 24"TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD - - PHONE: (714).913-8393 THE WALK. z 9. ALL WALKS NH CONTINUOUS GRADIENTS SHALL HAVE LEVEL SURFACE AREAS AT LEAST5'IN LENGTH AT INTERVALS OF AT LEGAL DESCRIPTION - N FAX: (866) 725-4336 - - LEAST EVERY 400'. 10. WALKS,SIDEWALKS AND PEDESTRIANS WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE.FOR GRATINGS LOCATED IN PROPERTY ADDRESS 16746 LAKE ELSINORE DR H THE SURFACE OF ANY OF Yt"WIDE IN ONE DIRECTION.IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO PARCEL NUMBER 378290017-3 w a a r SCOPE OF WORK THAT THE LONG DIMENSION OF THE OPENING IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL o a a I 11. IN EXISTING BUILDINGS AND FACILITIES,THE PATH OF TRAVEL(RAMPS,STAIRS,GATES,ETC.),PRIMARY ENTRANCE, LEGAL DESCRIPTION LOT 3 PM 082/072 PM 15591 SANITATION FACILITIES,DRINKING FOUNTAINS,SINS AND PUBLIC TELEPHONES SERVING THE AREA COMPLIES WITH THE ASSESSMENT DESCRIPTION SCAPAP 2015LV0 0 1. MAINTAIN DRIVE AND PARKING LOT,BUILDING STRUCTURAL AND STOREFRONT AND HARDWARE(UNLESS OTHERWISE IDENTIFIED),TRASH CURRENT CA TITLE 24 ACCESSIBILITY REQUIREMENTS ENCLOSURE,LANDSCAPING,SITE ACCESSIBILITY,UTILITIES(TO INCLUDE ELECTRICAL,WATER,WASTE,AND GAS). 12. THE FLOOR.OR LANDING SHALL NOT BE MORE THEN 1/2 INCH LOWER THEN THETHRESHOLD OF THE DOORWAY.CHANGE IN 1ASSESSMENT NUMBER 00019967-1 2. MAINTAIN EXISTING DEMISING WALLS,STUD; LEVEL BETWEEN 1/4 INCH AND 1/3 INCH SHALL BE BEVELED NCH A SLOPE NO GREATER THEN ONE UNIT VERTICAL IN 2 -- UNITS HORIZONTAL(CBC 1133B.2.4.1,FIGURE-11B-32) -- -- --- --- - _-_ - - 3. DEVELOP NON-STRUCTURAL INTERIOR WALLS(DEMISING,PARTITION,AND STEM WALLS OVER DRYERS) 13. OTHER THAN REQUIRED FIRE DOORS,INTERIOR AND EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 5 LBF.. 4. DEVELOP TEE-BAR CEILING,ASSOCIATED ANCILLARIES AND TRIM; DEVELOP HARD LID CEILING IN LIMITED LOCATIONS (CBC 2&3 1133B.2.5) - DRAWING INDEX 14. HOT WATER AND DRAIN.PIPES EXPOSED UNDER SINKS SHALL BE INSULATED OR CONFIGURED SO AS TO PROTECT 5. PROVIDE FINISH TREATMENTS THROUGHOUT FOR FLOORING,WALLS,AND CEILING o AGAINST CONTACT.H w w , , ,ERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINK.(CBC 11178.9 ITEM 2) A-1 LEGEND DRAWING INDEX PROJECT DATA NOTES, SCOPE OF WORK 6. RE-DEVELOP TOILET ROOM FOR ACCESSIBILITYFAUCET CONTRLS AND OPERATING -� TIGHT 7. PROVIDE LIGHTING AND POWER THROUGHOUT LAUNDRY 15 GRASPING,PINCHING OR TWISTING OF THEANISMS WRIST.HELFO FORCE REQUIRED BE OPERABLEWTO ACTIVATE DONTRO S AND ASHALLLT EEQUIRE NNT GREATER - A-2 SITE PLAN w W rn HEN 5 LBF.LEVER-OPERATED,PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE > 0 > Q 8. PROVIDE HVAC SERVICES,TO INCLUDE EVAPORATIVE COOLING,DRYER VENT SERVICES FOR DRYERS,MAKE-UP AIR,TOILET EXHAUST DESIGNS(CBC 1117B.9,ITEM 3) A-3 FLOOR PLAN O Z Q U 9. PROVIDE PLUMBING SERVICES COMPLETE THROUGHOUT SELF-SERVICE LAUNDRY,FOR LAUNDRY EQUIPMENT AND TO FIXTURES OTHERWISE. 16. NOTE THAT SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 A-4 REFLECTED CEILING PLAN W W SECONDS.(1115B.47,ITEM 3) 0- Q wO O - 17 A-5 DETAILS J = Z HE STRUCTURAL STRENGTH OF GRAB BARS;TUB AND.SHOWER SEATS,FASTENERS,AND MOUNTING DEVICES SHALL MEET - W fA /� INSTALLATION=SHALL CONFORM TO ALL THE FOLLOWING SPECIFICATIONS: (CBC 1115B.7.2) Z Y-W REQUIREMENTS NECESSARY R`/ TO ACHIEVE GOLD MEDAL L A. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION Z 5 Y R R GC./ SA I ACTH Y V A OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR AD-1 EXISTING FLOOR PLAN Q () ( Q I. OR SEAT.(CBC 1115B.7.2)ITEM 1) Z -� J L WARRANTY CERTIFICATION w B. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY HE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR.SEAT AND ITS MOUNTING S-1 NOTES,LEGEND,TYPICAL DETAILS BRACKET OR.OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED,THEN DIRECT AND TORSIONAL SHEAR - STRESSES SHALL NOT:EXCEED THE ALLOWABLE SHEER STRESS(CBC 1115B.7.2 ITEM 3) S-2 FRAMING PLAN C. SHEAR FORCE INDUCED IN A FASTER OR MOUNTING DEVICES FROM.THE APPLICATION OF A 250-LB POINT LOAD S-3 DETAILS Q(n SHALL BE LESS THEN THE ALLOWABLE LATERAL LOAD.OF EITHER THE FASTER OR MOUNTING DEVICE OR THE - SUPPORTING STRUCTURE,WHICHEVER HAS THE SMALLER ALLOWABLE LOAD.(CBC 1115B.7.2 ITEM 3) z Lij J D. TENSILE FORCE INDUCED IN A FASTER BY A DIRECT TENSION FORCE OF A 250-LB POINT LOAD,PLUS THE E-1 GENERAL NOTES, SINGLE LINE DIAGRAM.AND LEGEND MAXIMUM MOMENT.FROM THE APPLICATION OF A 250-LB POINT LOAD SHALL BE LESS THEN HE ALLOWABLE 0 WITHDRAWAL LOAD BETWEEN THE FASTER AND SUPPORTING STRUCTURE(CBC-1115B.7.2 ITEM 4) E-2 SITE PLAN <(LJ �• E. GRAB BARS SHALL NOT ROTATE WITHIN HEIR FITTINGS(CBC 1115B.7.2.ITEM 5) E-3 LIGHTING FLOOR PLAN.LAUNDRY L. B. ENTRANCE/EXIT&PASSAGE DOORS ' E-4 ROOF PLAN, PANEL SCHEDULES LAUNDRY Cn 1. ALL ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND:FACILITIES SHALL BE ACCESSIBLE TO Off - PERSONS WITH DISABILITIES E-5 PANEL SCHEDULES, POWER FLOOR PLAN z a- 2. 2. 1 S X W-8"ENTRY DOOR AND A A32"CLEAR OPENING WTH DOOR OPEN AT 90'AS1/4"VERTICAL HIGH THRESHOLD OR UP Lil T0?¢"IF BEVELED 51:2 E-6 TITLE-24 LIGHTING COMPLIANCE FORMS - Ur X LJ..) 3. A 4'-O"LEVEL LANDING(S2%SLOPE)IN DIRECTION OF DOOR SWING,48"IN OPPOSITE DIRECTION OF DOOR SWING J EJj O 4. A 24"CLEAR SPACE AT LATCH SIDE OF EXTERIOR DOORS.(PULL SIPE)AND 48"AT STRIKE EDGE OF INTERIOR DOORS M-1 LEGEND, DRAWING INDEX, PROJECT DATA, NOTES, SCHEDULES z .(EXTENDS 25'IN DIRECTION OF DOOR SWING).A A2"CLEAR SPACE AT LATCH EDGE(PUSH SIDE)OF PASSAGE DOORS IF THERE'S A LATCH AND CLOSURE M-2 SITE PLAN r 5. .ALL DOORS'HARDWARE TO MEET HANDICAPPED..REQUIREMENTS.DOOR TO BE OPERATED WHEN 5LBS.(INTERIOR)&5 LBS. M-3 FLOOR PLAN I (EXTERIOR)OF PRESSURE APPLIED..THRESHOLD NOT TO EXCEED Yi"HEIGHT.BOTTOM OF DOOR TO BE 10"SOLID&SMOOTH ' H.C.ACCESS SYMBOL 0 DOOR.DOOR LEVER TO BE BETWEEN 2'-6"TO 3'-8"FROM FINISH FLOOR ;M-4 DETAILS ve F 3.FIRE DEPARTMENT NOTES: A. NOT USED W m No. J26J z `@ B. FIRE EXTINGUISHER REQUIREMENTS SHALL BE DETERMINED BY FIELD INSPECTOR,UFC 10.301.21,DURING CONSTRUCTION.FIRE p-1 GENERAL NOTES, LEGEND, SCHEDULES - PROTECTION EQUIPMENT AND SYSTEMS SHALL BE INSTALLED.AND MAINTAINED PER UFC ARTICLE 87. 'w,. ca rp .... P-2 SITE PLAN h 'e or cp``p off` C. BUILDING ADDRESS NUMBERS SHALL BE PROVIDED ON FRONT OF ALL BUILDINGS AND:'.SHALL BE.VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY.NUMBER.SHALL CONTRAST NCH THE BACKGROUND,'MIN.12"HEIGHT.PER UFC 10.208. P-3 FLOOR PLAN .*�� rt.rj` ` DESIGNMeceaER D. PROVIDE EXIT SIGN AND DIRECTION SIGNS MINIMUM 6"HIGH BY%"STROKE,BLOCK LETTERS ON CONTRASTING.BACKGROUND. P-4 WASTE&VENT, HOT&COLD WATER, GAS ISOMETRICS LOCATION SHOWN ON FLOOR PLAN.WHENEVER BUILDING IS OCCUPIED,EXIT SIGN SHALL BE LIGHTED SO THAT THEY CLEARLY VISIBLE. ,v� Q NOTED At P-5 WATER CALCULATIONS N PRw x°. E. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF AKEY,TOOL,OR SPECIAL KNOWLEDGE OR EFFORT. e .. � y 1795 A"THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOUR"SIGN.NTH MINIMUM 1"LETTER SHALL BE PROVIDED ADJACENT TO `" , EXIT DOORS NCH INDICATING TYPE LOCK ON DOOR. -(FRONT DOOR ONLY) , �. .� ' - KMF F. ACCESS TO ROOFS BY THE FIRE DEPARTMENT IN HE EVENT OF FIRE SHALL NOT BE OBSTRUCTED BY WIRES,RAZOR RIBBON, J ;.j� ,.��' RT FENCES,CABLES,AERIALS,ANTENNAS N SOLAR PANELS. - z",, /' cxuxc°ar KMF CONTRACTOR SHALL VERIFY AVAILABILITY OF ALL �� "< •/ �,E 06/25i201$ IZ UTILITIES PRIOR TO INITIATION OF CONSTRUCTION A- 1 1: OF 5 y W N F J O O Z R' HH V z z ou6&6 0 Z W m m W WJM�f- rc> qo wzdea, z gz 0 PROPERTY LINE: ? ur z i -_-- W ^2 O TI z W SITE TENANTS I I ADDRESS BUSINESS J w w 16756 A CLEANERS I - J Z o 16756 B,C,D 9WORLIDS --�' PROJECT LOCATION: Q o w Q In 16758 E SMOKE SHOP I I SELF-SERVICE w Q 00 LAUNDRY z IIL� 1,795 SF Q 4 16750 STATER I - - - - pgyg Q Z a.BROTHERS �-9 ; co 04 16746 A GUIDANCE I 16756 INSURANCE 16750 16746 ; .... _ 18746 B NOTARY - PUBLIC A B.C.D C A B C D,E,F G ; H, J K 16746.0 CRICKET AREA AFFECTED WIRELESS BY ITFIE PROJECT • 16746 D,E,F SPORTS _ t �- • PIZZA I I m ti 16746 G PLAZA 1 N HAIRCUTTERS f SELF-SERVICE16746 H,I LAUNDRY -16746 J GENERAL RX Ni-• A16746 KVACANT - I. d� ER(E)ACCESSIBLE (E)ACCESSIBILITY. B oPARKING (€)PATH OF TRAVE� SIGNAGE AT _ = FROM ACCESSIBILITY ENTRANCE;.TYP ----- A-5 (E)HCP ACCESSIBLE PARKING �•I 16738 A VACANT PARKING SIGN C 16738 B SMOOTHIES D Z _ �•` y v 16738 C VACANT r LU ~ o 16738 D PARKING Lam., I---- - -..may E W � W rn __ --- 16738 E METRO PCS PROPERTY LINE — I > IFICATION T DENTIST I -...-"- - �I Q� Z o _ PARKING LOT IN THIS -- £ F. 16738 16738 F VACANT ! Ix o r _-I(( '-i u:, i: OF WORK III . y ® a Ix Z 16738 G CLOTHING �� re _�+i I ry (L _ - - -=i �i DONATION t- I; G z_ Y w 16738 H - POSTAL PLUS P--, .t. r�� �-�. { w — Q U g a 16738 1 VACANT _ �.'"-' , H J 16738 J NAIL SALON _ 16738 K DOMINOS .... .. -''•'•'- tE 16738 L DONUT STAR J ' YOGURT .. ................. .............. _ I � -_- ............. - L N J — ---- J� ------------ .. a f4 .. .. ........ .. ... „ .. .. .. N/,.9 , i z LAKESHORE DRIVE s" o fb 0 oR?P f MHN, CAS DESIGNER NOTED 1795 D.Wo. KMF ow,wN w RT cnEcrcco or KMF wie 06/25/2018 NORTH p _ n S I T E P L A N SCALE: 1/32"=l'—O" !(�` OF55 �W NEW EQUIPMENT SCHEDULE _ NE NO. EQUIPMENT QTY. MODEL# NO. EQUIPMENT OTY. MODEL# y j m ~ aa" a� t9 warms O 90p WASHER 2 SOAPMACHINE 2 Z z'm z NOL R 60#WASHER 4 CHANGER MACHINE 2 2 w O 40#WASHER 5 12 SODA _ Z VENDING W 4 ACCESSIBILITY 3G#WASHER 6 FOOD _ A_5 INTERNATIONAL 13 VENDING a SYMBOL: TYP 1-- 20#WASHER 9. 4 WATER LLuu VENDING 6 0 ® 6' J Z Of BENCH o O6 TOP LOAD 15 Z O W W N WASHER O - O80#DRYER 4 TABLE/SEATS ¢ V 8 # 17 OUc 50 STACK 4 T.V. - Iof -- -- G O DRYER O 60 X fi0 CLEAR c Q O Z IL FLOOR SPACE ------ - j Q, Z �--- US N , O 30#STACK 7 g WATER i A-5 i DRYER HEATER UTILITY \ w L- 1 L �. ROOM � \ w a w a DOOR/WINDOW SCHEDULEa ' z x SYMBOL WIDTH HEIGHT DOOR MATERIALS REMARK z s Ozl Ox g m 6. EXISTING STOREFRONT DOOR EXISTING; IDENTIFIED HEREIN FOR VARIOUS 7'-0" SYSTEM REFERENCE ONLY EZ EXISTING STOREFRONT EXISTING; IDENTIFIED HEREIN FOR WINDOW SYSTEM REFERENCE ONLYIlk in p-5 SERVICE EXISTING STOREFRONT DOOR EXISTING; IDENTIFIED HEREIN FOR ;� fi 0'I AISLE E2 3'-0" T-o° o SYSTEM REFERENCE ONLY - 960# WASHERS A-5 WITH ACCESSIBLE LEVER SET HARDWARE, r > O 3'-0" 7'-0" NEW SOLID CORE WD DOOR r o a a a a a a M PRIVACY LOCKS ACCESSIBLE LEVER SET HARDWARE, - 5-3• O 3'-0" 7'-0° NEW SOLID CORE WD DOOR �SWCTHHLAGE LOCKING DOOR HANDLE AND ----T -- a r Z 0= DEADBOLT SET DRYERS o °i w W ! 5=3' 1_ o W M U rn > 0 > Ll $ O Z U . J $ z r--- cn j - SECURE Z Y W ;�. ROOM Z O g Y . SERVICE AISLE a p-5 - m ACCESSIBLE �• 1 i CHANGER/ SOAP DISPENSER ? r IIIIIIIIIIIIIIIN �u J ACCESSIBLE :• m n WASHER ° !' ow o p s 2 - 60#WASHERS tt PROVIDE N� I opa FEs ipNq( A_5 EXIT SIGN; A as TYP 726 N �9T �HANI GP P?P , DESIONER - PROVIDE ACCESSIBILITY NOTED INTERNATIONAL axaccr N0' 1795 SYMBOL o6�xo er KMF PROVIDE ILLUMINATED EXIT SIGN OVER RT DOOR; TYP 2 - cxEcxcn ar KMF 06/25/2018 NORTH /� '7 F L 0 0 R P L A N SCALE: 1/4"=1'—O^ /L ` OF55 i Y W NOTES: NOTES Q1 (N) TEE-BAR CEILING Z C q NOTES PROVIDE BRACING WIRES ON GRID SPACING OF 12 FT.X 12 FT.WIRES ARE NOT SHOWN HERE FOR Q o m oo CLARITY.POST IS MADE UP OF r STEEL TUBING WITH.049"WALL THICKNESS.MAXIMUM UNSUPPORTED ( (N) EXPOSED CEILING Z z LENGTH IS 5'-2".IF MORE THAN 5'-2"IS REQUIRED,NOTIFY ARCHITECT.POST TO HAVE SPRING AND 1. CEILING&HVAC MATERIAL& INSTALLATION TO BE PER CBC 803.9 AND 2506.2 ASTM C636, & z w w M m w CONNECTION FITTINGS AT TOP AND BOTTOM.(APPROPRIATE ALLOWABLE VERTICAL MOVEMENT IS f UNDER SEISMIC DESIGN PER ASCE 7-05, 13.5.6; ELECTRICAL&LIGHTING.TO BE INSTALLED PER 2016 - ®(E) HARD LID CEILING. N SEISMIC ACTION).INSTALL ACCORDING TO MANUFACTURER'S DIRECTIONS.POST ASSEMBLIES ARE AVAILABLE CEC; SEE PROJECT NOTES 7.A, 7.8 FOR ADDITIONAL REQUIREMENTS lu FROM DONN CORPORATION. ®LAY-IN TEE-BAR LIGHT FIXTURE G w z w 0. 0 8 0 2. SUSPENDED ACOUSTICAL CEILING SHALL BE BY ARMSTRONG, SEISMIC RX SUSPENSION SYSTEM; z g ° WALL-MOUNTED LIGHT FIXTURE: TYP �+ PRELUDE XL EXPOSED TEE SYSTEM FOR SEISMIC CATEGORY D, E, F AND PER ESR-1308 00 a MIN. 12 GAUGE HANGER (D CEILING-MOUNTED EXHAUST FAN W LL m COMPRESSION POST WIRE FOR T-BAR SUPPORT FROM STRUCT. ROOF _ - O7 EXIT LIGHT z Z FRAMING Og SHOP-FABRICATED SUPPLY AIR DIFFUSER;PYRAMIDAL PLATE AT W 16"BELOW CEILING HEIGHT Og ALIGN TEE-BAR GRID FOR PLACEMENT OF DIFFUSER/PLATE; U F 7• PROVIDE OVER SIZED GRID OPENINGS AS NECESSARY; PROVIDE A�op�k NON-COMBUSTIBLE FILLER PLATES AS NECESSARY J W U) N N -6 3 z LU Q c�NO FIXTURE HOUSING ! d U eo RESTRAINING CLIPS AND EXACT SHAPE VARIES P FIXTURE SUPPORT HARES WITH MANUFACTURER - -- -- - -- - -- O PER MANUF. INSTRUCTIONS SINK ! 3: Q (MIN.. 9 GAUGE) 0 U 0 z a O FLUSH DOOR FRAME Z U SUSPENDED LAY-IN ® 0 o > o - CEILING GRID PRISMATIC LENS ^^�� m N COMPRESSION POST PER MANUFACTURE __====_11' ° O ---- ---- I I t----- LIGHT FIXTURE MOUNTING ER ER W w � U U N Z Z ¢ ¢ O O O O w�a <lj WALL WALL 8" 8" II Z S W MW- CD 0. 0. I I 5 N 12 GA.HANGER OR 12 GA.HANGER OR g g I� W W W c4 STABILIZER BAR STABILIZER BAR I 0 > Q BERC CLIP ® SCREW OPTIONAL � Z 0 U O °ATTACHED WAL S 1�JATTACHED I d Q w O o I J 0 z --- (n O MAIN'T' O o0 00 O O _._..._.-......,.. z O Y W CROSS' Y J,:j,�JVVALL ANGLE 2•• ALL ANGLE MAIN'T Z V g Lu MAIN 'T RESTRAINED CROSS 'T' UNRESTRAINED �- 5 I — z W COMPRESSION STRUTS ANCHORED TO — 0 0 Q Z STRUCT. ABOVE & MAIN RUNNERS EA. LATERAL SUPPORT LOCATION W W/12GA HANGER WIRES. h-W 10• BRACING WIRES(TYP) 10' e U NOTES W a TYp 45" TIE THE CEILING MAIN -J RESTRAINED PERIMETER RUNNERS TO ADJACENT L.L - `"O ^ PROVIDE 12GA.VERT. WALLS W I a 7 0 2"PERIMETER SUPPORT CLOSURE V. Of WIRES ®4'OC.MAX. r 3/4" MIN- 0 8"MA) ACOUSTICAL TILE STABILIZER BAR TYP O 90° 90' a EA.DRECTION.(TYP). = r CLR. ( ) c� CLG. ON SUSP. LOCATION OF w = GRID SYS. INSTALL CEILING GRID USING NO, 12 PERIMETER GAUGE 4-WAY SPLAY WIRE HANGERS o 0 0 0 'O -<i O - VERTICAL WIRES MIN: N0. 12 GAUGE 0 ° U o HANGER WIRE 0 45•, 90• TO EACH OTHER (4 Nio oRAC NC WIR STABILIZER BAR(TYP) -I Z-I Q eR aEs WIRES) BEGINNING 4'-0" FROM E v~N STARTING POINT OF GRID AND TILE COMPRESSION STRUTS(TYP). I o-, 4 LAYOUT, AND IN BOTH DIRECTIONS AT o 0 0 o w „" ns O 8"MAX 12'-0" THEREAFTER. O kh - 100 O O -_ _ UNRESTRAINED PERIMETER ALL LIGHT FIXTURES TO HAVE 4 EA. 4 sir Mfg„n„��"�i'. 8"MA 914 BRING ALL(E) GRID UP TO CURRENT CODE. 12 GA. WIRES WITHIN 3 INCHES OF 6'-0" 12'-0" 3 4" MIN. CLR 3/4" LIGHT FIXTURE TO STRUCT.ABOVE. to DESIGNER CROSS OR MAW SECTION THROUGH ROOM MAX.ALL D.C. RUNNER : i ............. WALL EDGES I SPATE NOTED REFLECTED CEILING PLAN "2O1E1'X° 7 1 1795 III rcsM Br KMF oaex„er RT . MKM W KMF 06/25/2018 . NORTH /� TEE-BAR CEILING LIGHT FIXTURES COMPRESSION POST 1 A NO SCALE REFLECTED CEILING PLAN SCALE: 1/4"-1'_0" OF 5 y ILI _ y F NOTES: NOTES: NOTES: J gm $ r O 1 DOLLAR/CARD SLOT O 1 ACCESSIBILITY BE MIN 38%MAX 48°NO HIGHER Z H O Ot PROVIDE CLEAR KNEE ROOM .MAN 48"FOR ACCESS Q c�i H a O Egg Q COIN/PRODUCT DELIVERY SLOT O2 DETAIL SHOWN FOR LAV; DETAIL SIMILAR FOR SINK O FOLDING COUNTERS; TOP OF COUNTERS TO BE A z i MAXIMUM OF 34"IN HEIGHT WITH KNEE SPACES MIN m ` O VENDING MACHINE PRODUCT RETRIEVAL 27"HIGH,MIN 30"WIDE AND MIN 19"DEPTH W Y o SLOT O ` O ALL CONTROLS SHALL REQUIRE A MAXIMUM OF 5LB (� g @,m 0 CONTROLS SHALL BE 15"MIN,48"MAX® FORCE TO OPERATE SHALL BE OPERABLE W/ONE Z y i i AFG FOR A FRONT REACH ACCESSIBLE HAND&SHALL NOT REQUIRE TIGHT GRASPING Ix INSTALLATION PER 2013 CBC 11B-309; 15" Lu LL w MIN.,48"MAX AFG FOR A SIDE REACH ® ACCESSIBLE WASHING MACHINES AND DRYERS SHALL Lu Z " ACCESSIBLE INSTALLATION PER 2016 CBC COMPLY WITH SEC. 11B-611 CBC; FRONT LOADER d 118-309 SHALL HAVE 15"MIN AFF TO BOTTOM OF OPENING, MAX 36'TO THE TOP OF THE OPENING SEC.11B-611 z CBC 1 u Li u u - _ Z VUj ~ O 1 u u u u 4 4 Q m Z Z Q cq 1 QOWQ ooQ uuuu 2 ® 2 u Li Li Li Z O2 < > p00 p g ¢ u L� u u E 4 8' MIN. 6' MAX LL Z v d f' E LU 17, vas amp �i a O Q O ~ •n• . 0 ACCESSIBLE LAVATORY Z -J N �I Z 0 a E o t"f") Ifl N.T.S. in L / 0 — N FRONT REACH SIDE REACH ACCESSIBLE WASHER ACCESSIBLE DRYER COUNTER TOP FRONT LOAD WASHES / DRYERS SOAP CHANGE ELEVATION C,3) ACCESSIBLE LAVATORY 2 EQUIPMENT ACCESSIBILITY NO SCALE NOTES: � w N C 0 NOT USED Y O V a U U r PROVIDE TEMPERED 20 6X6 SELF STICK SIGN ACCESSIBILITY SYMBOL GLASS PER PROJECT NOTE a a 'SHEET A-1 I m' I 1 Ir I 30 HEIGHT OF LETTERING 5/8"MIN.2"MAX, gg UNAUTHORIZED VEHICLES C 8 PARKED IN DESIGNATED ® CORRESPONDING GRADE II BRAILLE G L 2 11 ACCESSIBLE SPACES NOT O Q Q Q Q Q Q 9 DISPLAYING DISTINGUISHING 5 10"HIGH STAINLESS STEEL KICK PLATE MAX 3" NO PLACARDS ORSPECIAL ¢ PARKING PARKING PARKING LICENSE ONS WITH ISSUED FOR PERSONS WITH DISABILITIES © 5/8"HIGH MIN.AND 1/32°THICK MIN,LETTERS,FONT: SANS-SERIF UPPERCASE TYP. 3 VIOLATOR'S WILL BE TOWED AWAY AT ALL-CENDER I 4 j[S7r„ooNs WILL BE ONLY ONLY M EXIT THE OWNER'S EXPENSE. O BRAILLE SHALL BE BE CONTRACTED(GRADE 2)TYP.CBC-703.3. x TOWED AWAY TOWED VEHICLES MAY BE xLL AT OWNER'S — — RECLAIMEDAT Z S o d EXPENSE MINIMUM FINE VAN i• LA CITY TOWING © BLUE BACKGROUND UJI UJ OR BY TELEPHONING H_ M Z 323-4679090 L. a BRAILLE sLL $250 ACCESSIBLE e tD 11 2 } N w — sEc.2zsoze cvc O WHITE SYMBOL w N o UNDER RAISED d MINIMUM FINE LU CHARACTERS o � Q � No $250 11 10 PROVIDE"VAN ACCESS"SIGNAGE AT DESIGNATED VAN ACCESSIBLE STALLS O Z U '� Z x¢ TACTILE EXIT SIGN TOW AWAY SIGN 11 SIGN SHALL BE REFLECTORIZED AND NOT SMALLER THAN 70SQ.IN. IN AREA AND,WHEN W l M g M IN PATH OF TRAVEL,SHALL BE POSTED A MIN. OF 80"FROM THE BOTTOM OF THE SIGN �- Q p z PARKING SIGNS TO THE PARKING SPACE FINISHED GRADE.CBC 2013 11B-502.6 J = 2 E 12 SIGN INFORMATION LINE 1: "CITY OF MANTECA POLICE DEPARTMENT"; LINE.2: _Z W J "209-456-8101" I— UJ LU NOTE: WHERE A TACTILE EXIT SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, z Y THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF,WHERE A TACTILE EXIT SIGN IS PROVIDED Q U m ` 5 AT DOUBLE DOORS WITH TWO ACTIVE LEAFS THE SIGN SHALL BE LOCATED TO THE RIGHT OF Z r THE RIGHT HAND DOOR,WHERE THESE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE W DOOR AT THE RIGHT SIDE OF DOUBLE DOORS,SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL,SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A C CLEAR FLOOR SPACE OF WOW MIN.,CENTERED ON THE ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45' OPEN POSITION; CBC 11B-703.4.2 SIGNAGE AND SYMBOLS C ) 4 NO SCALE _ ' NOTES: 1g 1-5/8" -5/6"METAL STUD,25GA J (E)FRAME WALL OR CMU N O( X3LARR#02582),0 46"O.C. NOTES: NOTES: m J O CONSTRUCTION 16 2-#8 SHEET METAL SCREWS(MIN.2 Oj 2X6 STUDS AS REQ'D®PLUMBING © QJ-BOX,SEE ELECT.DWG'S. 11 ENAMEL PAINT OVER W.R.GYP.B0. 1. FLUSH ON THE OPEN SIDE; CONTROL HANDLE OF WATER (n O2 (E)GLUE LAM BEAM PER JOINT WITH CLIP ANGLES) WALL TYPICAL L CLOSET TO HAVE MAXIMUM OPERATING FORCE OF 5 7 EXHAUST FAN(ABOVE)PER CODE LBS-F.ELONGATED BOWL WITH OPEN FRONT SEAT O3 (E)4X12 SUB-PERLIN 17 4"VINYL BASE Q EXTEND WALLS 6"ABOVE CEILING O SWITCHED W/LIGHT,SEE ELECT. 12 LIGHT SWITCH U 2. LAVATORY CONTROLS TO BE OPERABLE WITH ONE HAND, DRAWINGS MAXIMUM OPERATING FORCE OF 5LB-F EXHAUST FAN(ABOVE)PER CODE 13 SHEET VINYL FLOORING WITH () ig 3-p8 SCREWS _ _ SWITCHED W/LIGHT,SEE ELECT. METAL GRAB BARS-PROVIDE INTEGRAL 6"COVED BASE 3. HOT WATER SUPPLY AND DRAIN PIPING TO BE INSULATED ®(E)2X4 RAFTERS O 2 3 2 © Q 4 DRAWINGS BACKING SUPPORT WITHIN WALL OR COVERED AND,THERE SHALL BE NO SHARP OR 19 SERVICE AISLE 4 3 F 14 MARUTE WAINSCOT OVER GYP.BD. ABRASIVE SURFACES BELOW LAVATORIES AND SINKS. F O5 (E)ROOF DECK O 5 6 5 6 UNISEX ® LIGHT FIXTURE; SEE ELECTRICAL Og ENAMEL PAINT OVER MASONRY TYP. 11B-606.5 CBC 20 STACKED DYER ESTROOM I I DWG S' WALL.WHERE OCCURS ° ©(E)ROOFING O 15 GFI DUPLEX OUTLET,SEE ELECT. 4. PROVIDE DISABLED SYMBOL MOUNTED ON THE WALL NO GYP BOARD BEHIND WASHING 13 16 SIGN 05 MIRROR OPTION BY TENANT 10 SINGLE ROLL PAPER HOLDER DWG'S. ADJACENT TO DOOR THE STRIKE SID EOF THE DOORS, INDICATING SEX,AS SHOWN IN O7 (E)FINISHED FLOOR 21 MACHINES OR DRYERS 31 BRAILLE ALTERNATIVE: 2x4 WOOD STUDS AT a v t8 SIGN ?R FES ioryq 3-5 8"xi-5 8°METAL STUD WALL 22 c,° F ® / / O BATHROOM,IN IMMEDIATE VICINITY OF TRACK BILL CHANGERS,ABOUT TOILET ROOMS 4 5 7 7 11 0.157"CONCRETE SHOT PIN,HILTI—XU 12 t4 23 72 t5 AT 32"ON CENTER WITH MINIMUM 1" 23 2—p8 SHEET METAL SCREWS(2 MIN. 13 16Z;LEAI� 5 PER JOINT)W/CLIP ANGLES o o MIN,.TYP c EMBEDMENT(ESR-2269/LARR#25684) ., 22 .. ig t s4'MIN. r yt, M fi"xi-5 8'METAL STUD CEILING "i ro i� I 1'MAX, 3'-s' +rf,MAN��o�?P 10 3-5/8"zi-5/B"20 GAGE METAL STUD 24 / t0 24"O.C. v \ O O.C.AS NOTED JOISTS AT 24'O.C.(ICC-ES �+ 11 25 8 t6 CA", I ESR-3064P) i1 12 15 DESIGNER y"1 ` 11 1/2"GYP BOARD WITH DRYWALL 3''0" 23 24 z•-o• 11 SCREWS Y5 6"xi-5/8"LEDGE; SECURE TO CMU T i srr+E NOTED 12 SUSPENDED'T'BAR ACOUSTICAL WALL VIA(2)3/8"EPDXY ANCHOR 2 10 21 I I MIN.z' N.1 Ax.s• CEILING BOLTS; SECURE TO STUD WALL VIA I L__ __IJ 1 0 1795 (3)#10 SHEET METAL(OR WOOD) 16"O.C. t N 20 19 I b PRWECT K. 3-5/8"zi-5/8"CONTINUOUS TOP g pFSRRPU er 13 TRACK; SECURE TOP TRACK TO(E) SCREWS 6 16 ;o + L____ __ %g KMF !' ROOF JOISTS VIA INTERIM BLOCKING N z 'P i ° RT AT 48'O.C.WITH(2)p8 WOOD 77 7 7 q z SCREWS WITH MINIMUM 1" KMF - PENETRATION ^� cxEaEo ar + is METAL TRIM/RUNNERS TYP. DETAIL 0 NON-BEARING WALL 06/25/2018 r g-p• 6 10 13 14 ' 6 RESTROOM ELEVATION 5 A-- 5 WALL CONSTRUCTION SCALE: , 4"=,—0" NO SCALE OF 5 v �w z C q V O (� ?wmn w� Lu p N— wzv oa z ga'mffi z �z� W �a w z (7 z W 29'-7' H J W 12 2 3 10 _ 6 1 Q � -1=..fir'- Q ❑ > OAR- < <2 O = Q � H ® � U z a ,I J Z O pMpry/�� 1-- F. ti Q J M F- M m'a �- ' S Z Z p W N Y Y p 0 S O D U Q 1- N 2 ° 3 M ?as aaaaa 5'-3' 5,-0' = Lo W K Q M w H O �N/ N M O 0 W L.L W M : N > ❑ > Q 0 0 ZW U W Lo �- Q w O N W J O Z p F- Z Y w LL N Q 0U a w _ W a w � ` 0 ci I � 0 ° m o s ol 3 r NW I b� Z O p o V r_ �� g SODA SNACK U ro LLL ° y� MACHINE MACHINE 111 o (n X❑ CO LLI I0 O O O TA FOL ° _........_......_.........._ ' DING BLE tO� FOLDING TABLE ` i (MAXIMUM HEIGHT- __ (MAXIMUM HEIGHT- . `� 34°.AFF, TYP) N'W _ 34"AFF; TYP) ! FOLDING TABLE -� o Q FOLDING TABLE 'a o (MAXIMUM HEIGHT- ❑ (MAXIMUM HEIGHT- .34°,_AFT TYP)....,... .,, 34" AFF; TYP' REMOVE EXISTING EQUIPMENT, ANCILLARY pR FEs ,o e TRIM AND HARDWARE, NON-STRUCTURAL ;c ELEMENTS AS NECESSARY TO PREPARE SPACE FOR LAUNDRY RE-MODEL ll 10 tl'-9 3 DESIGNER ' NOTED vaaecr no. 1795 o IGNco By KMF oenwx a RT cnscxco ar KMF a'c 06/25/2018 NORTH A D - 1 EXISTING F L O 0 R P L A N SCALE: 1/4"=1'-0" OF 6 GMERAL NOTES FRAI NOTES NAr M SCHEDU E (2013 CBC TABLE 2304.9.1) rn NOSES: TRENCH SHALL NOT Q y 1.PLANS W h Al MOFCSTRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON THE FRAMING SHALL COMPLY WITH CHAPTER 23 OF THE 2013 CBC THIS NAILING I$TYPICAL UNLESS OTHERWISE NOTED NAILS SHALL BE BOX OR 1.ALL PIPE SLEEVES TO BE 2'LARGER UNDERMINE WALL PTO, Z fY Eg I` V PLANS,Vr HK, 1 F,P,4 '2,vS SHALL CONFORM TO THE 2013 CBC COMMON WIRE SPECIFICALLY DETAILED CONNECTIONS SHALL BE NAILED WITH COMMON THAN PIPE. ^ FRAMING-GENERAL WIRE NAILS.DIAPHRAGM SHEATHING NAILS HAT THEIR OTHER APPROVED SHEATHING Q U '.6 N Q 69 2,TILE PLANS V,!I 'i3F E SB FOR DIMENSIONAL&EXISTING SITE CONNECTIONS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH 2..FOR PIPES MORE THAN FOOTINGS BELOW 50%COMPACTED BOTTOM OF FOOTINGS,STEP FOOTINGS PER BACKFILL®TRENCH Z? W U CONIORMAV C`,I',H TI IE F�n�\S BY THE CONTRACTOR PRIOR TO THE START OF 1.USE SIMPSON U-HANGERS ON ALL JOIST/BEAM/BEAM CONNECTIONS UNLESS THE SURFACE OF THE SHEATHING. DETAIL(NO PIPES ALLOWED IN FTG.STEP) EXCAVATION (J = m m W CONSTRUIIC N.THE ARCHITECT&ENGINEER SHALL BE NOTIFIED OF ANY NOTED ON PLANS. DISCO PAI F'_'. JOISTS OR RAFTERS TO SIDES OR STUDS 3.PLACE CONE.FILL AROUND SLEEVES W-+1°m F 2,ALL POSTS SHALL HAVE SIMPSON"PC"CONNECTORS AT TOP AND SIMPSON"BC' 8 INCHES IN.DEPTH OR LESS---- ---.- ---- ----3-18d BEFORE POURING FTG. 3.WORK UL DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS OR"BCO"CONNECTORS AT BASES UNLESS OTHERWISE NOTED ON PLANS. FOR EACH ADDITIONAL 4"DEPTH ADD ---- ----- ---1-16d IITITI__ I IIII I Q Z Y JOISTS OR RAFTERS AT ALL BEARING --- III - 4.ITEMS IDENIIFIFD BY TRADE NAMES MAY BE SUBSTITUTED BY APPROVED EQUALS. 3.ALL CONNECTING HARDWARE JOIST HANGERS,TIE STRAPS ETC SHALL BE TOENAIL EACH SIDE - --3-Bd PROVIDE 2'CEMENT I= (� a�a Q m 0 5.NCTFS&DETAILS ON JRA1^/INGS SHALL PRECEDE THESE GENERAL NOTES SIMPSON"STONG-TIE'UNLESS OTHERWISE NOTED OR SHOWN ON PLANS, SNDS TO BEARING-TOE NAILS EA.S1DE -___ _-_ _-2-8d OR IF J g BLOCKING BETWEEN JOISTS/RAFTERS - -- - PLACED UNDER O Q FRAMING-WALL TO THE JOISTS/RAFTERSTOE NAILS EA SIDE---- - --2-10d EXIST. UNDER 2 W 1.SIZE,SPACING.&HEIGHT LIMITS FOR WOOD STUDS ARE AS FOLLOWS(UNLESS FROM BLOCKING TO BEARING TOE NAILS EA SIDE- -2-10d OTHERWISE NOTED ON PLANS): BLOCKING BETWEEN$TUGS �1 Z W 2X4 0 16"OC(BEARING WALL)SUPPORTING A MAXIMUM OF ONE AT EACH.END-TOE NAILS --- --- -- - - --2-tOd \ $�JdODELING NOTES FLOOR AND ONE(ROOF SHALL HAVE?MAXIMUM HEIGHT OF 10 FEET END NAILS------ - ---- ---- - -- --2-16d z PROGRESSIVE BLOCKING 2X4 16"OC NON-BEARING WALL SHALL HAVE A MAXIMUM HEIGHT OF 14 FEET \ n W 2X6®16"OG(BEARING WALL SUPPORTING A MAXIMUM OF TWO FLOORS AND A RAFTER TO BLOCK&BLOCK TO CONT.NAILER-- -- -2-I6d MULTIPLE STUDS " a o O 1 FRO`✓IC ANY SHORIN & 7 "CLING PRIOR TO REMOVING EXISTING WALLS, ROOF SHALL HAVE A MAXIMUM HEIGHT OF 10 FEET. - NO TRENCH F BEANIE,OR S PPOftTS FOP C(N I uCT10N:REMOVE SHORING ONLY WHEN NEW 2X6 0 18"GO NON-BEARING WALL)MAXIMUM HEIGHT IS 20 FEET (STAGGER NAILS ON STUDS WIDER THAN 4"). -- - -- fid024"OC PARALLEL TO ( RIBBON TO STUDS i FOOTING a _ SUP LRTS ARE IN -I ACT AND SECURED. 1X RIBBON- ---- ---- - -- -- ---2-8d BELOW THIS 2.RAKE WALLS AJDAC HA TO SLOPED CEILINGS SHALL BE BALLOON FRAMED. 2%RIBBON ---- -- - ......... --- -- ---2-f6d g m LINE U ~ - E 2 PROVE' 2 L IT-'," N(.'X SLING CONCRETE SIZE ALL SHEAR WALLS PER MFG. DOUBLE TOP PLATES SHALL ALWAYS BE SUPPPORTED BY A ROOF OR CEILING DOUBLE TOP PLATES �P. JUL SPE IF.CA It,nS SC_SHEAR WALL SCHEDULE FOR SIZE AND SPACING. DIAPHRAM. LOWER PLATE TO STUD-- -- - - -- - -- --2-16d 9" d 9" 1'-6"MIN. 1/6d MAX. 1IQ,'j UPPER TO LOWER PLATE --- --- --- -16d016"OC J Z 1- O 3.-'RO'V1 IMP9GN ST-6224 BETWEEN NEW WALLS AND EXISTING WALLS AT THE 3.SHEAR WALL PANELS MUST BE CONTINUOUS TO THE TOP PLATE AT ROOF NOTES: DOUBLE IJF PLnT=. FRAMING.SH€AtHING SHALL HAVE ALL EDGES BLOCKED&THE APPROPRIATE SHEAR AT SPUCES(48"MIN)ON EACH SIDE. d'=PIPE PROVIDE SLEEVE$J NO SLEEVES SHALL '- Q Cn �. N 1. BORED HOLE&NOTCH SHALL NOT OCCUR IN SAME SECTION. TRANSFER THIRD CEILING OR SOFFIT FRAMING. OF BUTT IN TOP PLATE --- -- - -- ----8-i6d SLEEVE DIAMETER FOR ALL PIPES. PENETRATE FOOTING 2. NOTCHES SHALL NOT OCCUR IN MIDDLE 1/3 OF SPAN. 4.THE CONTRACTOR SIIAL LOCATE ALL EXISTING UTILITIES WHETHER OR NOT SHOWN UPPER TO LOWER PLATE Z O N ON DRAWINGS AND PROI CI 1 II-M FROM DAMAGE. 4.BORING AND NOTCHING OF WALL STUDS SHALL BE PER 2013 C.B.C.(2308.9.10 AT INTERSECTIONS- - - - -- --- ---- --- --- -8-16d 5.DO NOI CJ POG. LNSON SLABS.CONTRACTOR TO DETERMINE EXISTING &230H,G MA 1X4 PER BEARING(STRONGHOLD TYPE) ---- -- ---3-8tl TRIPS (TYP.) PIPE TRENCH (TYP.) JOIST NOTCHING �l NOTCHING MAXIMIUM:25%OF WIDTH ON BEARING WALLS CON IIIOUS PRIOR TO 1I4 OF CONSTRUCTION. 40%OF. WIDTH ON NON-BEARING WALLS 2%3 PER NAIUN G(STRONTAILS TYPE) -ULES ------- ----1-I6d } 6 TI Ii_CGM1TRa'.OR SI HALL VERIFY ALL EXISTING CONDITIONS FOR FOOTINGS,BEAMS BORING MAXIMUM: 40%OF WIDTH ON BEARING WLLS PLYWOOD NAILING(-- DETAILS&/OR SCHEDULES _ 0 LL Q A60%RA OF WIDTH ON NON-BEARING HALES. BUILT T BEAMS- - ------- T&8 STAGGERED 2-20d 2 END d tl AND JOIS SIZA '.00ATIONS ETC.AND SHALL NOTIFY THE ARCHITECT&ENGINEER NOTE:A MIN 5/8"CLEARANCE FROM EDGE OF STUD TO HOLE SHALL BE PROVIDED. 1X6 LET-IN BRACE$,EACH BEARING ------- ---- --2-Stl r. WIDTH WIDTH �. F Q OF ANY IISCREFANCIES. (PRE-DRILL HOLES FOR NAILS) - "R' BAR SIZES Q. 5.DOUBLE 2X TOP PLATE SHALL BE LAPPED 48"AT ALL SPLICES AND SHALL Q 0 7.DOWEL NEW INTO EXISTING SLABS W/#4 REBAR.0 24"O.C.AND FOOTINGS OVERLAP AT CORNERS. 3 1/2'D' #3,#4,#5 W/DOWELS T0.MATCH NEJ > t-. SIZE/LOCATION. SPECIAL.1 IN DCCTIA & `" 5 V #6,#7,#8 > O 6.WALL BRACING SHALL BE PROVIDED PER 2013 C.B.C.(2308.9.3)PROVIDE 1X6 w N� LET-IN BRACING(0 APR OX.45 DEGREES)EVERY 25'IN ALL STUD WALL NOT I.CONTINUOUS SPECIAL INSPECTION REQUIRED FOR RETROFIT BOLT08 WITH SET-XP EPDXY PER z"� 7'0' #9,#10,#11 �. W N SHEATHED. BRACES TO RUN CONTINUOUS FROM TOP PLATE TO SILL PLATE. ESR-25 °8 9'0' #145,#185 4'D' 1.CONCRETE SLABS ON GRADE TFIF. NOT BEEN DESIGNED BY THE STRUCTURAL 7.ALL PLUMBING WALL SHALL BE 2,6 STUDS 0 16"0/1(MIN) 2.PERIODIC SPECIAL INSPECTION REWIRED FOR SHEAR WALLS WITH 4"OR LESS NAIL MI 0% NOTCH IN STUD 5 d EN,Ru L SPACING MAX. MA. FRAMING-FLOOR - 1 H-V R TIONAL EFFEC =CHANICAL EQUIPMENT HAVE NOT BEEN OO IS FRFf JY THE ETRUCI,R L ENGINEER. 1.FLOOR SHEATHING(MIN)3/4"STRUCTURAL I T&G PLYWOOD PANEL INDEX NO. 60%tl BORED HOLE 0% 32/I6 WITH EXTERIOR GLUE,USE 10d NAILS AT 6.00 AT ALL EDGES,BOUNDARIES, S I DF Gu ,TFUUALINC SAFETY OF.ERECTION,BRACING SHORING, \R' / HEM PORARY E P.ORIS FIT LLF SOLE RESPONSIBILITY OF THE CONTRACTOR,AND ALL EDGES &t0"DC FIELD.NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. _ HAS NO-BEEN CCVS.DERED oY IHE STRUCTURAL ENGINEER.THE CONTRACTOR IS ALL EDGES BLOCKED AT DECKS. RES ONSI3 C FOR TT ABILITY C=THE STRUCTURE DURING THE ENTIRE COURSE 2,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL NON-BEARING PARTITIONS. Ham OF INS PU 1 N -IF-N GIN-R SHALL NOT BE HELD RESPONSIBLE FOR FIELD BORED HOLE&NOTCH m NS C"IO CR r, J TH-ABOVE ITEMS. 3.PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER BEARING WALLS 5 8"MIN. SHALL NOT OCCUR IN 5/"MIN. m 40'D'CONCRETE m N WHICH ARE PERPENDICULAR TO JOISTS SAME SECTION W 4.ALL JV AB E SOILS FIiL S RE i0 DE A MINIMUM OF 1500 ESE UNLESS A SOILS 50 b'MASONRY 1 M u1 REPORI FRONDED.ILI5 N THE BUILDING AREA&5 FEET BEYOND SHALL BE 4.FRAMING AROUND OPENINGS:TRIMMER AND HEADER JOISTS SHALL BE DOUBLED Y Y COOIP r O 10 A MNIM,M IT DO%RELATIVE COMPACTION PER 2013 C.B.C. AND SUPPORTED BY HANGERS PER CODE (2013 CBC 2308.10.4.3). a AQ SOLI RI-FOIE BY: FRAMING-RQQE NON-BEARING BEARING JON No, PARTITION PARTITION i.ROOF SHEATHING(MIN)1/2"STANDARD PLYWOOD PANEL INDEX N0.24/0 WITH b EXTERIOR GLUE.USE 8d NAILS AT 6"OC AT ALL EDGES,BOUNDARIES AND SHEAR d R WALLS&12"OC FIELD.NO BLOCKING IS REQUIRED UNLESS NOTED ON PLAN. (TYP.) REINFORCING (TYP.) STUD NOTCHING m CTRIICf'I ft SYMB C 2.FRAMING AROUND OPENINGS:TRIMMER AND HEADER JOISTS SHALL BE DOUBLED < o AND SUPPORTED BY HANGERS PER CODE. o INp R SIL f 4AL_ FIR&E,SILL SEE FOUNDATION&OR FRAMING PLAN AND SH R':"'.'ALL CII DU,E FOR TYPE,SILL BOLTING,SHTG.,ETC.NOTE:FOR SILL FRAMING-CEILING(PER 2013 C.B.C.TABLE 2300.10.2) STRAP PER PLAN W/FULL - o/ /I/I BO LNG AT EXISTING FONT NSS USE"RED HEAD WEDGE ANCHOR$"ICC#Eft-1372 - LENGTH NAILS ¢�"'�I�a\I TH_EAV7 SIZE&SPACING AS SILL BOLTING(MIN 7 1/2"EMBED). 1.CEILING JOISTS SHALL BE 2X6 016"O.C.(MAX SPAN=15'-9") 4'-0"MIN.LAP SHEAR PANEL LENGTH ® INDICATES POST 2.CEILING JOISTS SHALL BE 2X8 016"O.C.(MAX SPAII 2X4 STUDS 0 BEAM EXTEND INTO MIN.POST SIZE/TYPE AS FOLLOWS U.N.O.; DOUBLE TOP PLATES 16"O.C.U.N.O.- DOUBLE P PLATE WALL FULL WIDTH BEAMSIZE POST SIZE FRAMING-JOISTS/RAFTERS OF STUDS U.N.O. 4 X 14&SMALLER 2-2X4.W/I6d NAILS 0 12"O.C. Z _ 6 X 12&S, L'_FR 3-2X4 W/I6d NAILS 0 12"Q,C. 1.BORING AND NOTCHING OF JOISTS SHALL BE AS FOLLOWS: 4 X 16&LARGER 4X4 (2013 CBC 2308.10.4.2) EXTEND STUDS FULL W 6 X 14&J1I1GER 4X6 BORING-MAX.DIA.OF HOLE SHALL NOT EXCEED 1/3 OF DRESSED DEPTH OF JOIST E L P HEIGHT OF WALL W (. O WITH AMINIMUM EDGE CLEARANCE OF TWO INCHES.NOTCHING-MAX.DEPTH AT ENDS th SEE H01 DQVrN DETAILS AND TYPICAL WALL FRAMING FOR FURTHER POST SIZE SHALL NOT EXCEED 1/4OF DRESSED DEPTH.NO NOTCHING IS ALLOWED IN.THE (4) i6d EA.SIDE W N � RCOUI REMENIS. CENTER THIRD OF THE JOIST SPAN.NOTCHING IN OTHER LOCATIONS SHALL BE ON HEADER 2X STUDS 16" tL W THE COMPRESSIVE SIDE WITH A MAX DEPTH OF 1/6 OF THE JOIST DEPTH. D FI AILI G .N.) O.C. O Q POSTS ARE TO CONTINUE DOWN TO FOUNDATION. 2.WHERE THREE OR MORE(MULTI JOISTS)ARE USED THE JOISTS SHALL BE BOLTED 4'-O"MIN.LAP 2X BLKG. 0 TOGETHER WITH 1/2"DIA MACHINE BOLTS W/WASHERS AT 24"OC STAGGERED.BOLTS EPC OR PC SHALL BE RETIGHTENED PRIOR TO APPLYING FINISH MATERIALS W DOUBLE TOP P TES � U N p TRIMMER I6d AT 12" W 3.JOISTS/RAFTERS SHALL LAP AT SPLICES A MIN.OF 4 INCHES WITH 3-I6d NAILS EA.SIDE/EA, BE 2X CRIPPLES TYP, a Q O O 4X END MOST IN 771/ CRIPPLE BEAM OVER 8"DEPTH. � J = Z OR USE SIMPSON ST 2115®48 INCHES O.C. &HOEDOWNS USE 4X POST U,N.O.ON GENERSL PLANS(CRIPPLE OR POST Z W .J U.N.O.W/E.N. W F ALL TO BE FULL WIDTH ON BM. 1.SOIL BENEATH FOOTINGS AND SLABS SHALL BE COMPACTED PER 2013 C.B.C. 4.CROSS BRIDGING OR 2X BLKG.SHALL BE PROVIDED 0 W-O"0/C,MAX. OR ) Q W JOISTS AND RAFTERS MORE THAN 8' IN DEPTH (90%)RELATIVE COMPACTION MINIMUM. Z O J Y 2 I.F A SOL RF'Oltl IS REQUIRED FOR THE PROJECT,THE SAILS ENGINEER SHALL 5.2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL -TYP.8- 1 6d EA.SIDE OF NOTES: TOP PLATE SPLICE U.N.O.ON 1.WHERE BEAM INTERCEPTS TOP PLATE "' g SUPPORTS. HOEDOWN SILL PLATE BOLTING OR N S'ECI C FOUti DATION PRIOR TO POURING OF CONCRETE AND SHALL VERIFY THE FRAMING PLAN ( SPLICE USE ST6236 PER 12. SOLE PLATE NAILING AT SO BEAR NG RESSURE TO BE 1500 PSF MIN OR PER THE SOILS REPORT. FRAMING-BOLTING MAX. UPPER FLOORS) 2.BM(S).CAN SIT ON TOP.PLATE L�L� 3.SLAB ON GRADE:4 INCH,CONCRETE SLAB WITH#3 0 18"O/C E.W.0 CENTER i ALL BOLTS BEARING ON WOOD SHALL HAVE WASHERS UNDER.HEAD OR NUT.SEE - - ABOVE POST W/E.P.0 OR P.C. 1- - OF SLAB OVER 2 INCH.OF SAND OVER 10 MIL.VISQUEEN OVER COMPACTED SOILS SCHEDULE DNO (TYP.) PLATE SPLICE (TYP.) SHEAR PANEL ELEVATION (TYP.) BEAM TO WALL 4.NO TRENCHES OR EXCAVATIONS FIVE FEET IN DEPTH OR GREATER INTO WHICH A 2.ALL BOLTS SHALL BE RETIGHTENED,PRIOR TO APPLICATION OF PLYWOOD, PERSON SMALL BE REQUIRED TO DESCEND SHALL BE MADE.WITHOUT PROPER PLASTER ETC. PERMIT. 3.HOLES FOR BOLTS SHALL BE BORED 1/32"TO 1/16"LARGER THAN NOMINAL 5,THE MNIMUM SILTING'OR SA PLATES TO FOUNDATION SHALL BE AS FOLLOWS: BOLT DIAMETER. 2-2x PLATES,SEE PLANS FOR SIZE FRAMING ANCHOR TOP AND REFERENCE TO SPUCES S 8'OIAMiFS 4NCr:012 DOLTS STH 7"MIN EMBEDMENT IN CONCRETE WITH LUMBER AND BOTTOM OF DOUBLE PAC',NO N( RE OR H N 4 LET O.C.NOR FURTHER THAN 12"FROM CORNERS FOR HEADER SIZE,SEE PLAN J VN 2 ACT T -LR P'�.E SIF -1E FOUNDATION PLAN&SHEAR WALL SCHEDULE 1.ALL LUMBER SHALL BE DOUGLAS FIR LARCH OF THE FOLLOWING GRADES UNLESS : STUD OR POST - 2.CRIPPLES AT 16"O.C. 101t FURTHER BGLII%G F QLIPFMENTS OTHERWISE NOTED(MAX MOISTURE CONTENT SHALL NOT EXCEED 19%&GRADED.IN 6.PIPES OR OUC-`,TI-Al FX(.I:I ONE THIRD THE SLAB OR CONE.WALL THICKNESS ACCORDANCE WITH THE WEST COAST LUMBERMANS ASSOCIATION,) Lli ' - S lal_NO BE PACED IN STRUCTURAL CONE.UNLESS SPECIFICALLY DETAILED.SEE REPETATIVE USE MEMBERS - 2X STUDS - W J 4C I-.AN C'I.AND/OR ELh C I RICA_DRAWINGS FOR LOCATION OF SLEEVES, STUDS&PLATES--- --------- --- --- - --------NO.2 ®16"O.C. Q ME CI-AN S EI olsrs&RAFTERS SHEAR WALL SHEAR WALL SCHEDULE 2012 I.B.0 & 2013 C,B.C., SDPWS-2012 Table 4.3A 2X4 TO 4X4 INCLUSIVE ---- -- - -- ---NO.2 I PINES MAY PASS THIRD STRUCTURAL CONE.IN SLEEVES,BUT SHALL NOT BE 2X6 TO 3Xi6 INCLUSVE ---- ---- --------NO.2 PLYWOOD F IALLJ E:i:: 1 HEREIN. SINGLE USE MEMBERS WHERE OCCURS SILL BOLTING V_ BEAMS i6d SAME SPACING HRE BLOCKING AT CEILING FPROVIDE SIMPSON A34 FOR 2.4 MARK WALL TYPE SHEAR 0. SHEAR 0 SILL NAILING 8 HJVIJ 3 4 CII,"?JF RS Ai A'J.EXPOSED CORNERS 4X- ----- ---- - ---- ----- ---N0.26X - LARGER--- ----- ---- ---- ---NO.2 ASSHEAR WALL SHEAR WALL LINE AND NOT TO EXCEED ALLOWABLE A3STUDS AND A35 FOR 2x6 ONE SIDE BOTH SIDES I6d®UPPER SPACING SEE F.0 POSTS&MULLIONS E.N.(STAGG.) PLYWOOD 8'-0' OC STUDS,EACH SIDE SHEAR OF WALL OF WALLSTORIESJR I-P N-'IOR MOLDS,GROOVES,ORNAMENTS CLIPS ORROJIDS REQJIPFD To C ASI N CONCRETE,AND FOR LOCATIONS OF FLOOR ____ _ __-_ _ _ WHERE (TYP) 7/8"STUCCO OVER PAPER BACKED LATH W/i6 GA STAPLES AT 6"O.C..AT TOP&BOTTOM Q 4X4&SMALLER--- --N0.2 t6d�12" FOR NAILING SEE GENERL USE 2-2z JAMBS.FOR 4x10FINS-HE ARK SLAB DrI-SL.N 4X6&LARGER--- ---- ---- --- --N0.2 O.C.STAGG. OCCURS ( ) NOTES AND 6X8 AND LARGER HEADERS Q PLATES, EDGE OF SHEAR WALL AND ON FIELD(ICC REPORT No. ESR-2595)NOTE 4 AND 180 PLF 5/8"048"O.C. 5/8"0 24"O.C. 0 8"O.C. 0 32"O.C.6X6LARGER--- --- ----- --- --NO.1 (U.N.0.) 1 STUD FOR INTERIOR WALLSEND POST AT PLYWOOD SHEAR 10 BELOWLOC AI'.ON OF POUR JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. MISCELLANEOUS LUMBER E.N 2 STUDS FOR EXTERIOR WALLSDONEE WHERE OCCURS W/ BLOCKING,FURRING.ETC.- ---- ---- ----------N0.3 E. UNLESS NOTED OTHERWISE E N Q 15/32'STRUCTURAL 1 PLYWD OR O.S.B.WITH 8d NAILS 0 6"O.C.AT EDGES& 12"O.C. 280 POP 5/8'032"O.C. 5/8"016"O.C, 0 6"O.C. 0 24"O.C. O NCRF F DECKING&SHEATHING NOTE 9 FIELD(TABLE 4.3A SDPWS-2008)NOTE 1, 10. 11 & 12 BELOW 2X,3X,4X-----------------------------------COMMIE DEX. STUDS SHOWN ARE FOR INDICATION ONLY.ACTUAL LOCATION TO 75 32"STRUCTURAL.I PLYWD OR O.S.B.WITH 8d NAILS®4"O.C.AT EDGES& 12" O,C. 1. UNLE S II RWISE NOTED ON PLANS CONCRETE SHALL BE TYPE V WITH A / SIN SIR M 5�Al'TRFNGIIH OF 2500 PSI IN 28 DAYS,WATER-CEMENT RATIO 2,ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4 FEET FROM E.N, SUIT CONSTRUCTION REQUIREMENTS,MAX.SPACING AT 16'O.C. 350 PLF 5/8"024"O.C. 5/8"012"O.C, ® 4"O,C, ® 76'O.C, 10 FIELD(TABLE 4.3A SDPWS-2008)NOTE 1,6, 70, 17, 12& 13 BELOW O v.4C F n NT SI-ALL CONFORM TO A.S,T.M.CX-150 FINE&COURSE AGGREGATE GRADE SHALL BE PRESSURE TREATED DOUG FIR. : 12"LG.BLOCKING 0 TOP, POST WHERE 15/32"STRUCTURAL I PI,YWD OR O,S.B.WITH 8d NAILS 0 4"O.C.AT EDGES& 12"O,C. 430 PLF 0 4"O.C. S4 EON 0NI IL n.S.FM.COS, 80TTOM,&MID-HEIGHT OCCURS 5/8"016°O.C. S/8"®8"O.C. 16"O.C. L� �/L it FIELD (TABLE 4.3A SDPWS-2008) NOTE 1, 3.5;6,8, 10, 11, 12&.13 BELOW 3.GLUED-LAMINATED WOOD BEAMS SHALL BE DOUGLAS FIR COMB.24F-V8(-) POST WHERE (TYP.) WALL FRAMING - - RF N_ii4.CING ELL DF/DF(Fb=240OPSI,F-165 PSI,E=180,000 PSI)INDUSTRIAL APPEARANCE WITH OCCURS /75/32"STRUCTURAL I PLYWD OR O.S.B.WITH 8d NAILS 0 3"O.C.AT EDGES& 12"O.C. 550 PLF 5/8"016"O.C. 5/8"08"O.C.. 0 3"O.C. 72^O.C.' / I IF NFORC'NG STEEL,#3 AND 4 GRADE 40#5 AND LARGER,GRADE 60 PER EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLANS.A CERTIFICATE OF INSPECTION - 12 FIELD (TABLE 4.3A SDPWS-2008) NOTE 1,3,5,6, 8, 10, 1 t, 12& 13 BELOW 1 �2 # FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY TO BE SUBMITTED TYP. STUD WALL INTERSECTIONS A.S.I.H.1.a.Gt 5. (TYP.) 15/32"STRUCTURAL I PLYWD OR 0.5.6.WITH 8d NAILS 0 2"O.C.AT EDGES& 12"O.C. 730 ELF 5/8'0I6"D.C. 5/8"08"O.C. 0 2"O.C, 0 g"O.C. AND APPROVED BY THE BUILDING DEFT.PRIOR TO ERECTION.[(")USE V8 FOR A FIELD TABLE 4.3A SDPWS-2008) NOTE 1.3,5,6,8, 10, 11, 12& 13 BELOW 1.1 2 _O';;'1I RO^EN WELDING RODS SHALL BE USED FOR ALL WELDING OF CANT.BEAMS AND V4 FOR SIMPLE SPANS BEAMS] ' FI RON FORCING BARS. FOR SIZE AND SPACING OF 2- t6tl 15/32"STRUCTURAL 1 PLYWD OR O.S.B,WITH 101 NAILS 0 2"O.C.AT EDGES& 12'.O.C. 870 PILE 3 4"016"O.C. 3 4"08"O.C. N A ){ Up 4.ALL STRUCTURAL PLYWOOD SHLL BE IN ACCORDANCE WITH DOC P.S.1-95 JOIST Oft RAFTER,SEE PLAN STAGGER PLYWOOD JOINTS / / / 0 B"O.C. 3/8"MIN.EDGE DISTANCE i1d 0 12",STAGGERED 14 FIELD 0 3X STUDS TABLE 4.3A SDPWS-2008 NOTE 1, 3.5,.6,8, 10, 11, 12& 13 BLW \ 5. BARS NOTED 'ENT TYP'.CAL WALL REINFORCING AND.VERTICAL COLUMN BOUNDARY-UNG(B.N.) FOR NAILS - JOIST OR RAFTER R_,NFCR N- '.ALL-4A A MINIMUM SPLICE OF 50 BAR DIAMETERS LAP IN ALONG CONTINUOUS IT LAASONRY OR 41 BAR F AM LRE MINIMUM IN CONCRETE.. PANEL EDGES I UPPER PLATE 4"WIDER - _ 4.RCIUFOR IN';SI1A'_L H ALL CCD ONLY AS SHOWN OR NOTED.OTHER SPLICES THAN LOWER PLATE NOTES: q 1.ALL EDGES OF PLYWOOD SHEARWALLS MUST BE SII4.LL BE APPROVLD E IHE S.RUCURAL ENGINEER. ( ' I ZGC STUDS BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR5.FRAMING AT INING WIDER&SL EDGES SHALL NAILS SHALL BE BE 9.ALL SHOT INTERIOR PNS AT 32 BEARING FOOTINGS &O48NO.0 RESPECTIVELY. E r PL VNLFSS ,ACEUT 1 CRIZCNTAL WALL REINFORCING BARS SHALL BE STAGGERED TYPICAL INTERMEDIATE PARALLEL 9& 10.AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. ICC#ESR-2269(HILTI),OR ICC#ESR-1663 q,AtE _ IIC S N? it, 12, 13,& 14. NOD NAILING(I.N.) I. 6.WHERE PLYWOOD IS APPLIED ON BOTH FACES OF q (RAMSET/RED-HEAD). CC FLOORS-10d 0 12"O,C, - 2.WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6'O.0 ON - 6.PROVIDE o i.�IN TAILINGS AND/OR GRADE BEAMS THE SAME SIZE AND ROOFS- tod 0 12"OLD-, ( I I II 10.USE 3"X 3"X 0.229"PLATE WASHERS. rnaL�l no. 1`795 uuBHF.R A_V_P:;AL v OR COLUMN REINFORCING.DOWELS SHALL HAVE A i1d 0 12",STAGGERED TO BOTH SIDES OF WALL,DOUBLE THE NUMBER OF EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FALL MI NIBUH PR ".ION :C STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. EDGE NAILING(EN.) III I JOIST OR RAFTER BOLTS.(I.E.HALF THE 0/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL 11.ALL PLYWOOD SHALL BE DOUGLAS FIR-LARCH LL9REn.W BE 3-INCHES NOMINAL OR THICKER&NAILS ON KMF _ 7 AI. NI OR ING,11 HOR SUITS,AND OTHER INSERTS SHALL BE SECURED IN UPPER PLATE 4"WIDER 3. USE 3X PRESSURE TREATED DOUGLAS FIR SILL EACH SIDE SHALL BE STAGGERED. 12.AT EXISTING FOOTINGS USE SIMPSON"SET-XP" PLnC_ P R I' P rC'nFNI 01-CONCRETE OR GROUTING OF.MASONRY. THAN LOWER PLATE PLATES AT FOUNDATION(GONG.SLAB ON GRADE EPDXY BOLTS PER SCHEDULED SILL BOLTING,EMBEDED URPwn W RT 8.1,-:OV HE F(ILO` NO MINIMUM PROTECTIVE COVERING OF CONCRETE: 2 X.3 FLAT BLKG,AT 7.ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8" UNSUPPORTED EDGES.(REQ'D. LONG DIMENSION OF PLYWOOD f 2%STUDS®i6"O.C. ONLY.NOT REQb 0 RAISED FLOOR FOUNDATION) 8",PER ICC#ESR-2508 WITH SPECIAL INSPECTION. CHEIXEo Bf BELO'N GPA (UNFGRI J)- --- --- - -3'CLEAR X 10"A.B.'S 0 48"O.C.UNLESS OTHERWISE NOTED ON KMF 4.PAPER BACKED SELF FURRING EXPANDED METAL PLANS. 'E C'W L+D (F)I2ML. --- --- - -2"CLEAR ONLY WHEN CALLED FOR ON TO RUN PERPINDICULAR TO 13.PERIODIC SPECIAL INSPECTION REQUIRED ON W000 Ni.�LS- ---1"CLEAR' PLANS) JOISTS SHEAR WALLS WITH NAIL SPACING LESS THAN OR EQUAL 0.NE -__ ___ ___ LATH WITH ISO APPROVAL B.AT 3x SILL PLATE USE / 1.5"CLEAR MIN.SHEATHING SIZE TO BE (2)20d BOX END NAILS AT TO 4"O.C. OB/25 2018 C JIN -- - -- --- NOTE, 2'-0"X 4'-0" PERPINDICULAR STUD TO SILL PLATE CONNECTION IN LIEU OF(2) 16d B UG AN ORDERS ---- --- ---1.5"CLEAR PLYWOOD TO BE INSPECTED PRIOR NAILS PER LINE B OF TABLE 2304.9.1 (ALT:PROVIDE 14.GALVANIZED NAILS SHALL BE HOT-DIPPED STRUCIJR I CAR,AD GRADE)-- --- 3/4"OLEAR TO COVERING �/ NUMBER 0 4:<GEIi REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT (T 1 P.) PLYWOOD LAYOUT (TYP.) JOIST TO NON-BEARING WALL $IMP.A34 AT SILL TO STUD) IS 1 AP PRJV4_CF THE`„IRUCTURAL ENGINEER. 1 OF 3 N W J p e C • Zo Z i waiE� w O z>'40 ga�° Z H u Z w �O W Z Z w U W i e-e J w Q O^ N rn w 0L � < via --, o oM _ ____--,- N co A_A CN SON A35. • a G r N � z a � a n (E)412 AT 8'-0"O.C.TYP. a - _.._...u. �aaaaa o o I mJ U va w � c W � � w 1 O z U r U Q. . � gl N N � = Zo ...._ ~® Z w u� z O w 17 Q U g z w U % O D_Dell Z N a W Li W N 1 F NOTED PnJEi 0. 1795 oEvcneD ar KMF oaAwe ar RT v CHEc„ED BY KMF Dn�E O6/25/2018 NORTH (-�— ROOR FRAMING PLAN SCALE: 1/4"=, J O2 NOTES OT NOT USED y 0 OA WATER HEATER WH-1;700#OPERATING WEIGHT O NOT USED J p g 2 o C« -0,O 1-1/2X4X1/8'ANGLE,(2)PER SIDE 0 CANT STRIP Z z w�694 © SECURE TO 0 NA(AIO SHEET METAL SCREW Q RUM ROOFING FROM ACROSS(E)ROOFING UP TO w F A"IN.NJ ABOVE WATER LINE AND WITHIN CAP to a' Orc>�YO 0 SECURE TO PLATFORM ELEMENT MA{10-2'LAG O (E)ROOFING z d m 10 , SCREW a a 0 z O 22 GA GALVANIZED STEEL CAP Q (E)ROOF DECK re 'o a I,I O NOT USED OZ (E)ROOFING W " w W 2 (E)2X 024 O.C. © 3/4"PLYWOOD SHEATHING W 0 2x6 JOIST AT 2$O.C.OTHERWISE U w Oj 4X12 PLATFORM FRAMING ON PERIMETER,INTERIM J W AT 16'ON CENTER J W v O 06 SLEEPER ELEMENTS ABOUT FOOTPRINT OF Q EQUIPMENT z SIMP.LUS HANGER © SIMPSONHARDWA LUS HANGER/ALTERNATIVE SIMPSON a ❑ U ® NOT USED - O 3: Q _ 4X6 �N (E)GLU LAM BEAM U ¢ O z n v _ z s w © (E)4X12 AT 8'-0'O.C. A A ~ m m M (E)2X4 RAFTER;TYP AT 24"O.C. a NOT USED E E YAB711 NOT USED y J Y J Y W - Y Z yT � Z L K- N N K i. m m L 0 (E)GLULAM P L c=Wi c=Wi v m z z A-A WATER HEATER PLATFORM N o a a A—A N a o o � � B-B a Ja JaQ z = WATER HEATER MOUNTING w •• w M NO SCALE W r N > Q > ¢ o NOTES, OT NOT USED p Z 0ry = Ull W Oq EVAP COOLER; DOWN-DISCHARGE; 297# SUPPLY AIR DUCT FROM SUPPLY AIR DIFFUSER d Q M p PLATE IN CEILING BELOW UP 1HROUGH ROOF TO J 0 Z © 1-1/21471/6'ANGLE,(2)PER SIDE OVERTURNED TRIM TO ZALIGN PLATE BELOW YATHEOPEN OPCLUDE ENING ROOF TER INTRUSION; Y W SECURE TO EC MA LINE(010 SHEET METAL SCREW Oy CANT STRIP LU ABOVE a g g p SECURE TO PLATFORM ELEMENT VIA;(10-2'LAG Q RUN ROOFING FROM ACROSS(E)ROOFING UP TO z (E)2X 024 O.C. O W SCREW AND WITHIN CAP P O 22 GA GALVANIZED STEEL CAP XO (E)ROOFING F UPTURNED OPENING IN CAP FOR DUCT UP THROUGH (E)ROOF DECK O ROOF © 3/4'PLYWOOD SHEATHING (E)ROOFING O 26.JOIST AT 24"O.C.OTHERWISE v - Oj 4X12 PLATFORM FRAMING ON PERIMETER,INTERIM - (n AT 16'ONCENTER J O 06 SLEEPER ELEMENTS ABOUT FOOTPRINT OF Q (E)GLULAM EQUIPMENT © SIMPSON LUS HANGER/ALTERNATIVE SIMPSON W HARDWARE Q ® NOT USED D-D 0 (E)CLU LAM BEAM ' _ © (E)4X12 AT 8'-0'O.C. EC A EC A © (E)2X4 RAFTER;TYP AT 24"O.C. ® NOT USED C B C D O - B C D �eE' - EVAPORATIVE COOLER NOT USED E PLATFORM E 4X6 W Y Z W Z U i C SIMP.LUS HANGER D sGl[ Q NOTED P L P N vxaEn xD. 1795 v DEskxED Er KMF /-� l _C wnwa er R T N c.ED. KMF Q—Q wrz 06/25/2018 s 3 EVAPORATIVE COOLER MOUNTING NO SCALE 4 of 3 I (E)SERVICE SECTION'NSA'NEMA-3R y W (E)400A.120/24OV-10-3W 400A SECTION.-120/24OV-10-3W LEGEND GENERAL NOTES >. o AFC:42,000 kAIC - O 0 LIGHT FIXTURE,EXIT,SINGLE FACED,UNIVERSAL 1. ALL NOTES PROIDE GENERAL REQUIREMENTS FOR SCOPE,MATERIALS,AND EXECUTION OF Z z Pav MOUNTED WITH DIRECTIONAL ARROWS ELECTRICAL WORK.THE NOTES THAT ARE APPLICABLE TO THIS PROJECT SHALL BE COMPLIED PATH. Q u N a q0 A .069 LIGHT FIXTURE,EXIT,DOUBLE FACED,UNIVERSAL 2. ALL WIRING:DESIGN IS BASED ON 75.DEGREES C.CONDITION FOR COPPER CONDUCTORS. z z,w m Q M _ MOUNTED WITH DIRECTIONAL ARROWS OF TYPE-THYM,UNLESS OTHERWISE STATED ALL WIRE TO BE.TYPE THIN RATED FOR 75 LIGHT FIXTURE,EXIT DEGREES C ORBETTER.-ALL TERMINATIONS SHALL BE RATED FOR75 DEGREES C OR 8 BETTER.ELECTRICAL CONTRACTOR TO SIZE ALL WRING NOT EXPUCITLY SHOWN ON. p w>m q o . DRAWINGS ACCORDING TO THE REQUIREMENTS.OF NATIONAL ELECTRICAL CODE(NEC)FOR a m 08 O FLUORESCENT LIGHTING FIXTURE,2'X 8' Z THE SPECIFIC APPLICATION AND CONDITIONS. - g z y z i 3. ALL CONDUCTORS SHALL BE COPPER(MINIMUM SIZE#12 AWG.UNLESS SPECIFICALLY rz W ^o o N aooA. NOTED.OTHERWISE). ALL.INDICATIONS OF NUMBER.OF CONDUCTORS EXCLUDE THE W m FLUORESCENT LIGHTING FIXTURE,2'X 8' GROUND WARE WHICH MUST BE PROVIDED.ALL CONDUIT SHALL BE EMT U.N.O. Z G 2t+ WITH EMERGENCY NITS LIGHT 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMITY TO ALL LOCAL CODES AND Z QC'U. #1/C CU ORDINANCES,THE-STATE OF CALIFORNIA ELECTRICAL SAFETY ORDERS,THE NATIONAL ELECTRICAL WYE)(2)2'C-3#3/0 FLUORESCENT LIGHTING FIXTUREBODING CODE AND ANY ADDITIONAL JURISDICTIONS RELATING TO THEIR WIN2K.BONDING JUMPER THIN CU,1#4G FLUORESCENT LIGHTING FIXTURE W/EMERGENCY N.L. 5. THE ELECTRICAL.CONTRACTOR SHALL FURNISH ALL PERMITS AND PAY ALL FEES.I#3/0 (E)PANEL UW TR S FRML FROM scE TO INTERIOR „A" 6. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT,HIRE, J W LOAD SUMMARY H/I II A A pY RAUSFORMER METAL COLD (E) 3az4A DOWN LIGHT SWATCHES,LIGHT FIXTURES(WITH LAMPS),RECEPTACLES,SERVICE DEVICES, J Z m g /'1 O tV 1'V'/1IZ WATER PPE 2P SWATCHBOARDS AND PANEL BOARDS,ETC.,REQUIRED FOR A COMPLETE AND _ 3/4"C..#3/0 ro��­ (E OPERATIONAL ELECTRICAL SYSTEM. } Q j cm PANEL A - 347.4 e o a 2P LIGHTING FIXTURE,WALL MOUNTED - Z O 04 �p �$ 7. LOCATIONS SHOWN ON THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER THOSE Q W..Q T PANEL B 64.7 i.=. i.d (E) o 4. SHOWN ON THE ELECTRICAL DRAWINGS.. O a- 0 0D t00A - PANEL 80.3 � � _. � DUPLEX RECEPTACLE.20A,120V, 8. --CONTRACTOR SHALL BE RESPONSIBLE hi FOR VERIFYING EQUIPMENT BEING PROVIDED 2 01 � ¢ ¢ _. 2P +15"A.F.F.TO BOTTOM OF BOX OR AS NOTED. AND INSTALLED BY HIM WILL-FIT DIMENSIONALLY IN LOCATIONS SHOWN ON DRAWANGS. LL. Q PANEL D 93.0 u dYi G-INDICATES GFl. Q = Q V TOTAL.240/101 238.0 347.4 Cf I-INDICATES ISOLATED GROUND. 9. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE D/OR U j Z a PLANSAN SPECIFICATIONS OR.WITH CODE REQUIREMENTS,THE NOTE,SPECIFICATION Q O # OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE.COMPLETE JOB OR THEz F- Ian HIGHER STANDARD SHALL PREVAIL. > - _ _ DEDICATED EQUIPMENT RECEPTACLE,20A 120Y m M' wF 10. ALL PENETRATIONS OF FIRE-RATED SURFACES SHALL BE MADE WITH A < N JUNCTION BOX,4'X 1-1/2'SQUARE, NON-COMBUSTIBLE MATERIALS OF A FIRE RATING EQUAL TO THE MATERIAL PENETRATED - - (2) TYP.U.N.O. AND SHALL BE COMPLETELY FIRE-STOPPED.REFER TO ARCHITECTURAL PLANS TO - P DETERMINE FIRE-RATED SURFACES AND INCLUDE ALL COSTS IN BASE BID. JUNCTION BOX,WALL MOUNTED POO WITH PULL BOX �,# # - FO 4'X 1-1/2"SQUARE,TP.U.N.O. It. PROVIDE PULL-HIRE IN ALL CONDUIT ONLY(C.O.)RUNS.. FOR EXTENSION OF WIRE AND _ CONDUIT FOR PANEL RELOCATION '�~ - I _ �� � OTTLET,TELEPHONE(+15'TO BOTTOM OF BOX U.N.O.) 12. SEE MECHANICAL/PLUMBING PLANS AND SPECIFICATIONS FOR ADDITIONAL ELECTRICAL J H 3/4-C C.O.TO CEILING SPACE OR WORK,EQUIPMENT AND CONTROL WRING.TO BE FURNISHED AND INSTALLED BY THE k ;; AS INDICATED. ELECTRICAL CONTRACTOR, �. m V ~ COMBINATION,TELEPHONE/DATA(+15'U.N.O.) 13. LIGHTING FIXTURES SHALL BE LOCATED TO AVOID ALL MECHANICAL,PLUMBING AND ALL m N - - (R)PANEL (R)PANEL (E)PANEL / OTHER TRADES,EQUIPMENT OR WORK.1-1 4"C.O.TO CEILING SPACE OR w o;0. AS INDICATED. - Y Y 93.0 80.3 64.Ta 14. ELECTRICALS CONTRACTOR SHALL AVOID SOUND TRANSMISSION BETWEEN ROOMS BY w w s OFFSETTING ALL OUTLETS LOCATED ON OPPOSITE SIDES OF WALLS AS REQUIRED. RELOCATE(E)PANELS; EXTEND SWITCH,SINGLE(+48"U.N.O.TO TOP OF BOX) PROVIDE A MINIMUM OF 6'CLEARANCE BETWEEN OUTLET.BOXES. ,� z z z(E)FEEDERS AND.CONDUIT AS S - - ¢ ¢ ¢ NECESSARY TO P FO AT NEW DOUBLE SWITCHING(a=awitch one, 15. ALL LIGHTING FIXTURES SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR 70 LOCATIONS; a a a LOCATIONS; FOR PANEL Se° b=switch two)(+48"U.N.O. TO TOP OF BOX) COMPLY NTH THE CEILING TYPE THAT THEY ARE INSTALLED IN. THE TYPE OF CEILING SEE POWER PLAN, , 3 SWITCH,3-WAY(+48"U.N.O.TO TOP OF INDICATED ON THE ARCHITECTURAL DRAWINGS WALL TAKE PRECEDENCE OVER THE SHEET E-3- S BOX) 'LIGHTING FIXTURE SCHEDULE. ALL LIGHT FIXTURES SHALL BE LOCATED ASPER THE o la S° SWITCH,4-WAY(+a5'U.N.O.To TOP OF BOX) ARCHITECTURAL REFLECTED CEILING PLAN. SWITCH: SINGLE LINE DIAGRAM K=KEY OPERATED M-MANUAL MOTOR IS. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE CLIMATE SHALL BE WEATHERPROOF. ®a a G a a S" P=PLOT SWITCH T=TIMER PB=PUSHBUTTON(ON,OFF OR ON/OFF) 17. ALL.ELECTRICAL EQUIPMENT UTILIZED AT THIS PROJECT SHALL BE U.L.-LISTED. PANEL BOARD 18. ELECTRICAL CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES PRIOR TO BASEBID h s� AND VERIFY:ALL EXACT LOCATIONS,MOUNTING HEIGHTS,DEPTHS AND SPECIAL Z _ - CONDUIT CONCEALED IN WALL OR CEILING SIZE AS NOTED CHARACTERISTICS OR CONDITIONS. Lu W 1 20/2400 1 0,3W CONDUIT BELOW FLOOR OR GRADE OR IN SLAB,SIZE AS NOTED 19. THE.ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL j,c NOTIFY CONDUIT EXPOSED,SIZE AS NOTED BEFORE NGINEE CINGRANYEWORK.CTS F ANY DISCREPANCIES WITH CONTRACT DOCUMENTS w of W g 0 >.Q TELEPHONE SYSTEM CONDUIT,3/4"C OR AS NOTED 20. PROVIDE WEATHER PROOF,GFCI PROTECTED OUTLETS WITHIN 25 FEET(7.5M)OF HEATING. O Z U --T� AIRCONDITIONING,OR REFRIGERATION EQUIPMENT. BRANCH CIRCUIT,HOME RUN TO PANEL BOARD A.CIRCUIT 1 - W - O_ 2C500p_ 935 A-i 21. SYATCHBOARDS AND PANELBOARDS LIKELY TO BE ENERGIZED WHILE BEING MAINTAINED OR a' 4 O CONDUIT TURNED SERVICED-BYQUALIFIED PERSONNEL SHALL BE LABELED WARNING OF POSSIBLE ARC : J = ? - ' FLASH HAZARDS AND IDENTIFIED WITH THE APPROPRIATE ARC FLASH PROTECTION RATING (0 CONDUIT TURNED UP OR TOWARD OBSERVER PERSONAL PROTECTIVE EQUIPEENT(PPE)SIGNAGE.°[CEC 110.161 �- z Y UU CONDUIT TURNED ON OR AWAY FROM OBSERVER Z O g Y O 22. EACH SERVICE PANEL,-TRANSFORMER,DISCONNECT SWITCH,MOTOR STARTER ETC.SHALL 1/2"CONDUIT; TICK MARKS INDICATE QUANTITY OF#12 AWG - HAVE AN ENGRAVED NAMEPLATE Q U (0 g - CONDUCTORS U.N.O.,NO MARKS INDICATES 2#12 Z -LARGE SLASH DENOTES NEUTRAL 23.. EACH CIRCUIT BREAKER.PANEL SHALL HAVE A LISTING OF CIRCUIT BREAKERS TYPED AND ui 12 (� -SLASH WATH DOT DENOTES CODE SIZED GROUND PERMENTANTLY FIXED TO THE INSIDE OF ITS DOOR #l6 MARK COUNT INDICATES QUANTITY,CONDUCTOR 24. NO PIPING,DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE SIZE AS NOTED PERMITTED TO BE LOCATED WITHIN 6 FEET OF THE FLOOR OR TO THE STRUCUTURAL CEILING ABOVE-THE SPACE OF ELECTRICALS EQUIPMENT.[CEC ART.110.263 400A CONDUIT ONLY FOR FUTURE CONNECTION MAIN C.O. 3/4"U.NO. 25. ELECTRICAL SWITCHES.CONTROLS AND SWITCHES INTENDED TO BE USED BY THE - Z w OCCUPANT OF.THE ROOM.ORAREA TO CONTROL LIGHTING.AND.RECEPTACLE OUTLETS,- w J SAFETY.SWITCH APPLIANCES OR COOLING,HEATING,AND VENTILATING EQUIPMENT SHALL BE LOCATED NO U 0 m ! A LIGHTING FIXTURE DESIGNATION,TYPE A,96VA MORE THEN 48.INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THEN LLJ Z - gg 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF.THE J - Q CIRCUIT BREAKER FINISH FLOOR OR WORKING PLATFORM.[C.B.C. 1117B.5,ITEM#5.1] - (n Of 26. ELECTRICAL RECEPTACLE OUTLES.ELECTRICAL RECEPTACLE OUTLETS ON BRANCH w Q MOTOR DISCONNECT SWITCH; RATINGS AS NOTED CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM SYSTEM RECEPTACLES ® MANUAL MOTOR STARTER SHALL BE LOCATED NO MORE THEN 48 INCHES MEASURED FROM THE TOP OF THE Q Lil �. RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR:LESS THAN 15 INCHES J MEASURED FROMTHE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING z w Ep FUSED SWITCH DISCONNECT SWITCH OR RATING AS NOTED TO THE LEVEL OF THE FINISH BOOR OR WORKING PLATFORM.[C.B.C.1117B.5,ITEM#5.21 J Q z ,3,5 DENOTES HOME RUN 70 PANELBOARD A CIRCUITS 1,3,5 27• WHERE A BUILDING OR STRUCTURE IS SUPPLIED BY MORE THAN ONE SERVICE,OR ANY = J COMBINATION OF BRANCH CIRCUITS,FEEDERS,AND SERVICES,A PERMANENT PLAQUE OR DIRECTORY SHALL BE INSTALLED AT EACH SERVICE DISCONNECT LOCATION DENOTING ALL w U- OA DENOTES PANELBOARD/SWATCHBOARD"A" OTHER SERVICES,FEEDERS,AND BRANCH CIRCUITS SUPPLYING THAT BUILDING OR U) S0 OVERIDE SWATCH-TIMED,2 HOUR MAXIMUM OVERRIDE STRUCTURE AND THE AREA SERVED BY EACH.THIS SHALL BE PROVIDED FOR THE L EXISTING AND NEW SERVICES.[C.E.C.,230.2(E)] - ® MOTION SENSOR-CEILING MOUNTED T/C TC PROGRAMMABLE TIME CLOCK 28. PROVIDE A.LOCK-ON DEVICE FOR CIRCUITS SUPPLYING.EMERGENCY EQUIPMENT 29. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. QPOFESS/pN - EXISTING SWITCHGEAR ELEVATION CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN. QO����,WPM C'(syy COMPLIANCE NTH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY.THE INSPECTING AUTHORITY: a 70 m 6 40 a A. CALIFORNIA BUILDING CODE(2016) *T F(BCTHWpP`' P WESET B. CALIFORNIA MECHANICAL CODE(2016) - - 9TFOF CAvNL P i C. CALIFORNIA PLUMBING CODE(2016) A ) D. CALIFORNIA ELECTRICAL CODE(2016) E. CALIFORNIA GREEN BUILDING CODE(2016) _ NOTED F. CALIFORNIA ADMINISTRATIVE CODE TITLE 24(2016) nmca rb' 1795 SHEET INDEX KME SHEET SHEET TITLE oxu#I RT E-1 SINGLE LINE,ELECTRICAL GENERAL NOTES,SITE PLAN AND LEGEND GIEd(aTEM1 -KMF E-2 SITE PLAN E-3 POWER PLAN - n 06/25/2018 - E-4 LIGHTING PLAN E-5 .ROOF PLAN,PANEL SCHEDULES E-6 TITLE-24 LIGHTING COMPLIANCE FORMS E- 1 OF 6 �W J p no 0 0 a U Z a �ry az Z w�E=� zj�eW zimgp w:a,a 0 ga�mo Z Z i PROPERTY LINE L g° o W m W W Z 'W O I z ¢ � PROJECT LOCATION: aCC } Q rn C C LL 7 I SELF-SERVICE I 'I. G LAUNDRY O Q v `-------------- 7,795 SF I Q (n Q d Z n U) H I+-D M 0 N I I 16756 16750 16746 I __ I (E)DEDICATED 400A, 120/240 V, A B,C,D C A B C D.E.F G H,I J K 10 SWITCHGEAR SERVING SUITES H AND I FED FROM SCE PAD k' MOUNTED TRANSFORMER G i m I (E)SCE PAD MOUNTED o TRANSFORMER a Mill a a a ------- a �a©aaa - C W , D W 5 _..� I W a E O z o PROPERTY LINE � I d � O Z 736 —-- F 16 2 to .:" _ Z y J 0 � WQ Z pyQWy ...:_ ' G I Q L) J Z H I v:,71 ................. J y .`'m' Q K W { ................ ................ ................ W )) Icaz= .•......' I ........................ PpFESS/O 0 u P . S 9 W i y i_ v .30-20 0 m LAKESHORE DRIVE �TFOFCpL\FpQ -,-`---.----------------------'---.__�_ � .._. ___. _ --- -- -----------'---- scut NOTED axaxcr rvo. 1795 KMF 1 i a owwm By RT - - � wunm ar KMF 06/25/2018 NORTH E- 2 C T R I C A L S I T E P L A N OF i - I I to 1 O Nm w� s 0 Paz �°d �zy Z Nark= I--,,42,oupnnaPs MSA W 61,0110AMTs Z Voltage(1.L) 240 v QA Z 400A W 120/240, 10 -- V LENGTH 93 PT J luj o slzE 3 1 0 B O J F- Z V (p ph—)Y L Q 0 70A j Q C N o x 120/240, 10 N to Z TYPE Three Single Conductor z? z O W Q N c CONDUIT steel ® �" "B"-14i � > U � WIRE Co,600 V a- - - ; 7 PANEL "A" 1 a 18.5z6AMPs t00A i i V z a la,t2a a MPS. PANELRELOCATE (E) 120/240, 10 LL Z 0 Voltage(L-L)240V w.Qy wpQ _____ \ co aM co 770-vmx-u----` m co ~ ~ M YLY Z� QJ U• ••D:i_46 •• ® to V-2 w w s o >m o o r�*�xo 1ri oxcYi�+ R R 'D"-8,10 Y ro a PANEL .•A. .,r;;.• N��� • » �wx, k Val a-w inn v _ N »p»_79 A n m N RELOCATE(E) k YrWWr 'PANEL m vm=i Z MwQ} D-12,14 N C O O(A O CONDUCTOR I ut •D"-17 »A"-5,7 "A"-1,3 z-wi v~ w 5 LENGTH l0 PT eV x U rUQ- r�n x x c size h o u¢ rn 2 60# ASHERS "D"-16,18 x ^r a a z L (Per p pTY 1 m n "D"-15 a s a66 TYPE 7hreo Siugla Conduriors _ p x V��il OS6al OS6a1 12D C r p fi; CONDUIT Steel M w o ¢ n 121/240,'10 0 C WIRE Cu.600 V rn »D••_13 o _ a 0 I„w. 13,176AMP5 PANEL "B" Iw w.n.xr l2,636 AMPS w xe mw z Voltage(L•L)240 V n w W W mw Lu H o 'p -w� "A"-13,15 y "B"-i6 GFCI W W t ,Loxomu aw 0 0 Of U D-7 'p z I 0 "A"-17,19 y o "B"-10J2 GFCI WLLj ¢ of w �p Q PANEL ••A•• I i^'i„ Y mw „A"-21.23 mw a `0x 'FC x J = Z Val tage(L Id zdo v •j.;� �;o o N a o G I w _ m x mw CONDUCTOR .. o x A"-25.27 o x a „B"-18 N Z Y LENGTH a5FT 0 K "r 3 0�' 2 o 3 G I Z U n o m w o"B"-2,4 QTv 1 "A"-29.31 y m aw ••C••_6�8 w (Per phase) w rn O u I O 'o••B••_17.19 o 1 O TYPE Three Single Conductors F p tY o zo CONDUIT steel LD--1 "A"-2,4 voi x "C"-2,4 WIRE Cu,sea v M c I o 01 .,8.._13,75 x t°in w o tM+ g676 AMPS A"-10,12 ow xN PANEL „C» Z 7422AMPs �— 0 E.. .Voltage IL,W 240 V "C"-13,15 a cr- 0 wz0 . a Q r mm xo.. �Jz Q N1 J . T-950 T-950 "C"-9,11 O�� DEX DEX m z= xo 2 - 60# ASHERS "C"-5,7 mu PAN�L "qn »Ba_1.3 "B"-5.7 w my a vzi x o A) to QPpFESS/0Nq \�\,\PM C, no p v, N 11 1 m cz w DTP OF.CAUFOP PANEL "D" NOTED PROJECT M, 1795 + BarnBB ar KMF oRnwn in, RT NECRN BY KMF . wrz 06/25/2018 NORTH E- 3 F A U L T C U R R E N T C A L C S P 0 W E R P L A N L A U N D R Y SCALE: 1/4"=1'—a" OF 6 H p A N 4ODA J O ' p 120/240.10 Zan' 4 MR W >m""50 ® zd�0 �a�W0 q6B O L Z yzn z g A-28.. 28A0 3 W «W w W 26Bc Z W 8Ag U W J W J Z Z 0 N N < a5;6 ; 0 o O p 28Af V Q O p Z~Z 0.26Bc 26Bd m ~ N N 26Ag O c� 0 o W 5 26Bd 26Bc a a a 28Af a L �®a4aa4 2 TYP 5 18Ag Z = o O G } F 7 --. w Ix W > Q O w 0 NO Z 2 U 26Bb F 268b LL W L a g 00, p Z w LU zooa W i z oN PS CONNECT TO BALLAST DIMMING Z W ------------------ - ----------- CONTROL INPUT; TYP ALL - LIGHTS IN PRIMARY DAYLIT O O O O AREA FOR AUTOMATIC DIMMING a a TYP 12 O 0 O, 0 c 26Bc 26Ba 26Bo 26Bc Oc a J CD Z S LIGHTING FIXTURE SCHEDULE TOTAL LAMP TIME CLOCK; 365 DAY TIME CLOCK; 365 DAY TYPE DESCRIPTION V-A IN V-A TYPE v PH BALLAST REMARKS ASTRONOMICAL; TITLE 24 ASTRONOMICAL; TITLE 24 e e eMETALU% 48 1. 48 LED 120/1 DIMMING OMDE W11H 1-10V DIMMING PANEL �APPROVED PANEL APPROVED 24GR-LD5-64-Fl-UNV-L835-U BALLAST A"-30 'C"-16 x METALU%1'x4' LED SURFACE MOUNT SURFACE MOUNT FIXTURE 120V TIMED OVERRIDE"SO" LOCATE 120V Q OFp q ® e 48CLED-LD4-32SLF-UNV-CD 32 1 32 LED 120/1 S ADJACENT TO MAIN SWTCH BANK;ITUSSED DOYMLIGH 2 HOUR MAXIMUM OVERRIDE Q. ESSI N O.. HALO LED ICAT 10.2 1 10 LED 120/I S DURATION �O \pM C, e H2750ICAT+ML56LED ® eEX 90 MIN IT SIGNAGE-SURELITES U A MOUNT FIXTURE m 01 CAR717000R 5 2 7.5 LED 120/1 EM BATT UL 924 LISTED 13 m ------ CIRCUITS IN PANEL"A" T .GB CIRCUITS IN PANEL"C" J'j.`2FCTR\Q Q2 -- __ TS 26 28 - - - - �TEOFCAV\FO TS 10 12 14A 146 - - - SWE NOTED 1.LLFLUORESCENT FIXTURES SHALL HAVE TS LAMPS. C F �roxa 1795 3. ALL LAMPS EPROMDED'MTHALLASTS ADIMM NC BALLASTS SHALL HAVE LL BE Ul.APPROVED AND ¶DIMMING FIED RSWITCHES CEC SPRO314 VI ED FOR CONTROL --- - -- - J L C- xacxm KMF 4. ALL MOUNTING HEIGHTS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. 5.EXIT SIGNS SHALL NOT.BE USED AS JUNCTION BOXES RT 6. ALL LAMPS IN LAUNDRY AREA SHALL BE CONNECTED TO PHOTO SENSOR FOR AUTOMATIC DAYLIGHTING OPERATION 7. GENERAL LIGHTING OVERRIDE SWITCH SHALL OPERATE FOR A MAXIMUM OF 2 HOURS axcaao ff KMF B. RESTROOM OCCUPANCY SENSOR SHALL BE SET TO 10 MINUTES OR LESS LTG.CONTACTOR GE SERIES LOCATE IN :�/ w¢ 9. ALL LIGHTING CONTROL EQUIPMENT SHALL BE APPROVED BY THE CALIFORNIA ENERGY COMMISSION AND BE LISTED iN THE SEPARATE ENCLOSURE ON TOP OF PANEL LTG.CONTACTOR GE SERIES LOCATE IN 06/25/2018 10.PAPPLIANCE HOTO SENSOR EFFICIENCY HALL BE GE AE(T M INCLUDE EL TI ENLOCKKS,PHOTOSENSORS'ETC.) INDOOR SEPARATE ENCLOSURE ON TOP OF 11.ILLUMINATED STORE FRONT SIGNAGE SHALL BE CONTROLLED BY AN INDEPENDENT PHOTO SENSOR LIGHTS PANEL MINDOW OUTLET NORTH E- 4 GENERAL LIGHTING TIMECLOCK SHOW WINDOW OUTLET TIMECLOCK LIGH TING PLAN SCALE: 1/4"=l'-O" OF 6 y o M J p o Q. w n Lz z ' o R _ z— _� C7 M'zdm^w o z>;,yo wz4.0. U Z gz� x: - PAMEL"A• Vq.A /PHASE 240/I TO,f0,]W FEED O W E R 'NBA' - ON: cmlCN.ROON BUS ANPS.b0A - 22 RNC - - C ON: W k.FWSH lu WRE15 VAT ANPS- ANPS OURETS z LOADS NOTE NISC REC LTC B C CRT POU ABC'PCLE CRT VOLT C MISC REC LTG NSO E LOADS W ,2b IB 645 r-350 WASHER i-950 WASHER I •-_ IS 2 low WASHER 12b - 5. ,5 -' 15 a 115 T-350 WA91ER r2b T 2 •- 2 a 645 'T-3m WA.M UA 645 B 15 •- ,S 10 '645 13W WASNBR • J � � C 18,20 r-350 WASHER ,3 ,S 2 -- 15 2 14 911 5 EC-1 1"C- 3#10 Z f- O y s4s 9 2 -z is 115. _ +1#12 GND Q ry N. ' T-J50 WASHER 895 --` 15 10 815 -- (p 815. 1B 5 2 •- x.TO 815 Q W ¢ T T-]80 WASHER eb xt IS - 15 22 9,5 - C 3 > U III xs - x 2" B,5 I "A"-2y8B 30AS --- Q. Q Q 645 3 TO/i x6A. 1. ROOF RECPT- - - I 1 C- 2#10 15AF j VTI 5 LL Q r]sD wAsxER z A/1 11 5n, NORT uwm +1#12 GND it'�i 2P, NEMA 3R I Q = Q n T-390 WABXER Bb 845 29 f5 --• 20/T ESA- 1'!0 PER MFTFAIICHiS 3GA5 --- 0 845 20/,2aB B90 NH-1 ~ •• wIT.- 30 .,:W IRxnxcr/c. tsAFEF-4. Z QaL.C^ es2t ]s 100 u EP-2 - 1P, NEMA 3R I - toPAS BeaBBT4. ]) 230 980 � �PANEL^D^ 1,J20 9 1T5 ]e 960 EF-3 41 z ]B 9sD - I "A"-14,16 N PANS:^a• .1"C-3y10w rxarsb +1#12 GND2T311 SO1441a M 1541TCL: W Yn- * ` I I DISC. SW., WP. I I I 30AS, 20AF, I I I 2P, NEMA 3R II II PANEI B vOLTACE/PxABE x D/z0,1A,3W FEm fRW:•NBA• - I I :.. I LOC ELECTRICAL ROOK PS'200A 22 KAIC m NWNRNk FLUSH LC I �\/ m N oun5is vAT AMPS yOLT ANPS hunETs BKR/ BKR/ e0A05 NOTE MISC REC LTG A B r C CRT POLE ABC POLE CKT MISC REC LTG NOTE LwDS T-Bm WASHER 12b 1 20 -- 15 111 B C T-45p WASHER �.C_7 U U IY T II II T-950 WASHER 12b 12b S 10 x -- 2 n 645 e 5 i-450 WASHER z e T e4a I I a a a T-450 WA9iFR Bb B IS T - f0 845 WAe1ER I I _ A91ER eb 20/' t "b T RN Gil PLVO I ( �.., 645 15 i np 1 IwO CHANGERS T-Im WASHER 815 t> • 2G/1 to - SOAP..R..R.B 4.1 M 443 we TOTAL 5 9dd 201 PANEL roTAL LCL W VA 6340Vu is 2_ AMP ,48,2 - - ,xwe - B4:T A.-18t20 i"C —3#10 +1#12 GND C' V0.AGE/PHASE b/Im,Ie.SW FEED TRW:".BeZ D.I Lo LocAnON¢c mC ROON BUS ANPS zWA - ,o xmc - I DISC. SW., WP I W MWxnNc FwsH _ I 30AS, 20AF, I 5 auncrs ux M vaLT AMI+s ounETs 2P. NEMA 3R ; Q w / SEE LOADS NOM NSC R 9ATB PS C CKT PCAE ABC PT(CKT A B C Nm Rm LRi NOSE LOADS a T-145D WASHER. i 30 - 5 E 849 T-9.60 WASHER W21' 1 p Z o 114W WASHER t5sD 1560 5 e 945 B45 T-650'WA511ER0 r0 s0.5 -r-s5owA91FR s4s o0/1 10. MOD --oW.PLOc WP r--� I p eb ❑ 0/I 12 11. BMR NINOOW-I I I GFCI EC 2 I I Z '0i-850 WASHER 043 3C/I 14A ,1,6 51pW WIHNMT FLOC - LI.I 5Bn 1AB BHW WIIDDw MAG A-26A ' z low WASHER 645 tT0/I 16 100 SHOW WNOOW T/C < L/ to 18 10 900 EF-4 L 2 4586 udd II PAN LA l. vA LM I I ,a,BT Ii II i II II IA-'D• vaLTACE/stlAx zb/120.16,3W 'rem FRW:MsA- - I "A"-22,24 LOC OWN:EU[CRBCALSH R ROW Buts ANPS:_A 1C RAIc - 1+1JYt112 GND z NOUNRNG:RU WRET$ VOeiANPs VAT AMPS' W1tE15' Q . mAw ,2P N NOE MISC Rm LTC B C CRT POL KR E pe BE c B C..MIm REC.LTG.NOIEE LOA05' I DISC. 20SIN. , I a_ 1 r-BD DRrm ,Tb T ,s/, •__ 21/1 z owT-smx srAa a,m 12P NEMAMA 3R I T-no DRv1R - 1248 3 13/1 tzb _eD,z srAa wwR i I 1 T-BO ORw.R 12b __« 6 12b _ f-eo oRm1 124e T 15/1 '-- s ,zb T-Jkz srdoc mRR Lli i-]0,2 SrAIX eRWR LM 980 -B m/, - a 1248. I -F---w T-xkx srux m+,R 1Bo 11 m/, - 1z 12. T-3wz 1—mWR I I i WA i I Tamz srAac OR1FR Bs0 IS z0/,.'- 124e I I - rz�i I r-3mz srAa mYFR D 15 30/1 I- T-Saa srAoc oRWx I I I I a _ _ ee r zon r-Jwz srAa NnTR 96C 19 z0/I •- 1.I EC-3 .. 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E- 6 OF 6 �W EVAPORATIVE COOLERS ------------- - -- --- GENERAL NOTES a° w= MOTOR z r r MFGR AIRFLOW TSP OPER ��-_I " Q u �m O MARK AND LOCATION SERVICE CFM "WC WT REMARKS PROPERTY �Il111IT [111-- 1. CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED z m G¢i ELL w MODEL HP V/PH LEIS LINE IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE E o FURNISH IN DOWN DISCHARGE CONFIGURATION; PROVIDE ECM CONTROLS, INSPECTING AUTHORITY: - w R Y W EC-1 PREMIER ROOF LAUNDRY 4,350 0.75 1 208 10 520 INTERLOCK TO EF'S; EQUIPMENT CONFIGURED WITH AIRGAP INTEGRAL TO -._..._.._.--__.__.-_ -____-_.:__...__ p w z a m a v PCEC-40 / FILL MECHANISM(TO PRECLUDE REQUIREMENT FOR BACKFLOW A. CALIFORNIA BUILDING CODE(2016) - B. CALIFORNIA MECHANICAL CODE(2016) z y z r i FURNISH IN DOWN DISCHARGE CONFIGURATION; PROVIDE ECM CONTROLS, C. CALIFORNIA PLUMBING CODE(2016) W ^o w EC-2 PREMIER ROOF LAUNDRY 4.350 0.75 1 208/10 520 INTERLOCK TO EF'S; EQUIPMENT CONFIGURED WITH AIRGAP INTEGRAL TO -----'-'---"-""---'--'-'-- i D. CALIFORNIA ELECTRICAL CODE(2016) W PROJECT LOCATION: I PCEC-40 FILL MECHANISM(TO PRECLUDE REQUIREMENT FOR BACKFLOW z r PREVENTOR) I E. CALIFORNIA ADMINISTRATIVE CODE TITLE 24(2016) a FURNISH IN DOWN DISCHARGE CONFIGURATION; PROVIDE ECM CONTROLS. SELF-SERVICE z LAUNDRY LU PREMIER INTERLOCK TO EF'S; EQUIPMENT CONFIGURED WITH AIRGAP INTEGRAL TO � NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING EC-3 PCEC PREMIER ROOF LAUNDRY 4,350 0.75 1 208/10 520 FILL MECHANISM(TO PRECLUDE REQUIREMENT FOR BACKFLOW 1,795 SF WITH THESE CODES OR OTHER APPLICABLE CODES APPLICABLE TO THIS PROJECT. PREVENTOR) ... -.. . .-..._.. -' J / 2. SPECIFICATIONS AS PROVIDED FOR THE CONSTRUCTION OF THE SHELL BUILDING SHALL V W BE CONSIDERED AS PART OF THIS CONTRACT DOCUMENT. IN THE EVENT OF A CONFLICT J w EXHAUST FAN �� - - OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS J Z F< o OR WITH CODE REQUIREMENTS,THE NOTE SPECIFICATION OR CODE WHICH PRESCRIBES Q 1n N Gv MFGR FAN MOTOR OPER AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL. Z Q W 0> N MARK LOCATION SERVICE AIRFLOW ESP BHP RPM HP V/PH SONES WTS REMARKS 16746 3. THE CONTRACTOR SHALL FURNISH ALL PERMITS AND PAY ALL FEES. 0.. U rn MODEL E CFM "WC WATTS A B C D,E,F G H,I J K C}c Q (E)400A,120/240 G U_ A EA AFFECTED 4. FURNISH ALL LABOR,MATERIALS,EQUIPMENT AND TRANSPORTATION IN REQUIRED CI O 2 C COOK CEILING FURNISH WITH BACK DRAFT BY HE PROJECT V,10 SWI'fCHGEAR PROPERLY INSTALL NEW HVAC SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFIED (� j EF-1 RESTROOM 185 0.25 FRACT 1365 77 115/1 3.4 25 DAMPER; ANODIZED GRILLE, HEREIN. Q z i GC-320 TOILET ROOM "` DISCONNECT /j• �. i Z �" � < 5. REPRESENTATIVE OF THE OWNER INSPECTIONS TO BE MADE AND DUCTWORK APPROVED EF-2 DIRECT ROOF RELIEF 3,700 0.25 0.8 1 FURNISH WITH ROOF CURB, �_- VENTILATION .... ._- ......... ____......_ ...... - BEFORE COVERING WITH INSULATION. m a r BACK DRAFT DAMPER,ECM; ,120 i 240/1 - 250 INTERLOCK WITH ASSOCIATED 180 EC'S _ _ _ _ __ _ __ 6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS' LABEL(UL)AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED FURNISH WITH ROOF CURB, VENTILATION q AND APPROVED. BACK DRAFT DAMPER,ECM; EF-3 DIRECT ROOF RELIEF 3,700 0.25 0.8 1,120 1 240/1 - 250 INTERLOCK WITH ASSOCIATED ' 180 EC'S 7. THE CONTRACTOR SHALL NOT BORE,NOTCH OR IN ANY WAY CUT INTO ANY (E)ROOF ACCESS, STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. FURNISH WITH ROOF CURB,. VENTILATION L"'""'""'"""'°"' TO INCLUDE i g BACK DRAFT DAMPER,ECM; m EF-4 DIRECT ROOF RELIEF 3,700 0.25 0.8 1,120 1 240/1 - 250 ---ADJACENT-BUILDING 8. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND MECHANICAL m INTERLOCK WITH ASSOCIATED - 180 CODE,SMT TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING N EC'S G CODE,SMACNA STANDARDS,AND ALL LOCAL ORDINANCES. DIFFUSERS REGISTERS & GRILLES 9. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS,SERVICE REQUIREMENTS AND _ -•-° -• •,,, ,,,, D EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. FIELD VERIFY ALL 1 D" .� , ¢ ¢ MEASUREMENTS AND COORDINATE WORK WITH ALL TRADES. OPPSED ^.I rT W..._ ...- MARK FRONT 10. REFER TO THE E REFLECTED CEILING PLAN AND THE E ARCHITECTURAL FLOOR PLANS L MARK LOCATION SERVICE TYPE MATERIAL BLADES BLADE REMARKS --:-,.-^• •-M;;•-,�:9 ;;;- :: p,;Yl mm„w.-, E O O � DAMPER �� � i� °�' FOR THE EXACT LOCATIONS OF ALL LIGHTING FIXTURES AND REGISTERS. SELF-SERVICE LAY-IN ",�" °.._.w2„"'� r--"""` -� L,� 11, THE CONTRACTOR SHALL PROVIDE A SET OF AS-BUILT DRAWINGS INDICATING ALL a a a a a SR-1 SUPPLY AIR TEE-BAR; STEEL VERTICAL NO SHOP FABRICATED,WITH WHITE EPDXY PAINT FINISH 11 F CHANGES MADE DURING CONSTRUCTION AND ANY DEVIATIONS FROM THE MECHANICAL LAUNDRY LOWERED F .M.a.�°. ..:.�.� .Y" :,a��al 18738 DRAWINGS. 12. SHEET METAL DUCTS FOR HVAC SYSTEMS SHALL BE GALVANIZED STEEL AND SELF-SERVICE TRANSFER LAY-IN v TG-1 ,..... .__�_"�` '.';D WITH 2O01 CALIFORNIA Z ALUMINUM EGGCRATE NO FURNISH IN WHITE = LAUNDRY AIR TEE-BAR �- �I MECHANICAL CODE TABLES 6A, 6B,6D AND 6E,UNLESS OTHERWISE INDICATED. ROUND w w � DUCT SHALL BE OF SPIRAL SEAM CONSTRUCTION. GAGE THICKNESS SHALL BE AS I \\_'_• _ FOLLOWS: } H W O' U, rn W LEGEND - RETANGULAR DUCT MAXIMUM GAGE DUCT DIAMETER ,�,"__ I "... WIDTH/LENGTH O Z ap W ._...... I $12" 26 14" a < 0_ SYMBOLDESCRIPTION ,...y0 _-_. _..--_._-__-_.,__ 12"<D$30" 24 23" C Q 0 Z .....�..._ G J 30"<D$54° 22 Z w U) O DRYER MOISTURE y w EXHAUST DUCT RISER UP ---^ '°^"^ 54"<D<80" 20 - z O YQ w lip.°...". J Y SUPPLY AIR/MAKE-UP AIR K ALL GIRTH JOINTS PERMISSIBLE PER THE UMC. Q V DUCT RISER UP W 13. COMMERCIAL DRYER MOISTURE EXHAUST DUCTS SHALL BE INSTALLED IN ACCORDANCE �11 WITH THEIR LISTINGS. SUPPLY AIR/MAKE-UP AIR � i O�"._^••�I '' L ' DUCT RISER DOWN " 14. DUCT DIMENSIONS ARE NET INSIDE DIMENSIONS. LINED DUCTS SHALL BE INCREASED IN I SIZE ACCORDINGLY. (/D Z TRANSFER GRILLE 15. PROVIDE STARTUP FOR HVAC EQUIPMENT PROVIDED UNDER THIS CONTRACT. -< (n �7 NOTE CALLOUT i 16. THE CONTRACTOR SHALL GUARANTEE HIS WORK(MATERIALS AND EQUIPMENT INSTALLED Ell of J 0� UNDER THIS CONTRACT)FOR A PERIOD OF ONE YEAR AND SHALL CORRECT DEFECTS TO pn ZD C EQUIPMENT CALLOUT gq$��� p�� THE SATISFACTION OF THE ARCHITECT AND THE OWNER,WITHOUT ANY ADDITIONAL COST. m�J _ - 17. EQUIPMENT SCREEN AS REQUIRED SHALL BE PROVIDED BY OTHERS. (n(U d CFM CUBIC FEET PER MINUTE �, �QLLJ CD CEILING DIFFUSER _. ___�1� LLJ ,,.__ A14 18. CONTRACTOR TO VERIFY LOCATION OF MECHANICAL EQUIPMENT BASED ON FIELD Z(>7 I CW DOMESTIC WATER ^ CONDITIONS. J p D DRAIN 19. LANDLORD SHALL COORDINATE ANY ADDITIONAL WORK REQUIRED FOR OCCUPANCY W J (E) EXISTING LAKESHORE DRIVE bi EELECTRICAL ..._._.... .. -._._.-- -_-__ ___._...._... .._.____.-- -_.-...._-.. _ -..._.._... .-_-.-.__ ........._._.._ CD EC EVAPORATIVE COOLER ' SHEET INDEX RA RETURN AIR FES i RG RELIEF AIR GRILLE ............._.._ ....____-_ _.._..._._-- _ _.__. _......____ ...-_.._...._... .---._._........ _......_.. _....--,-.--____--- SHEET SHEET TITLE SA SUPPLY AIR M-1 GENERAL NOTES,LEGEND,SCHEDULES&SITE PLAN SR SUPPLY REGISTER M-2 FLOOR PLAN TG TRANSFER GRILLE M-3 ROOF PLAN CHANICP Q?P UTR UP THRU ROOF M-4 DETAILS s 0r CA�\Fo bB '. CONTRACTOR SHALL VERIFY ME NOTED AVAILABILITY OF ALL UTILITIES PRIOR FRwEm 1795 1 G GNED V KMF . TO INITIATION OF CONSTRUCTION oaNNN RT 1 c"ccxEN ar KMF onrc------ 06/25/2018 r NORTH PARTIAL SITE PLAN M- 1 SCALE71/3 =1'-O" OF 4 I fA W NOTES Qy o Z tr v o �a o z- WUELL� 1 20x2O SA DUCT, FROM PYRAMIDAL PLATE AT TEE-BAR STRAIGHT UP THROUGH z O ROOF THROUGH OPENING IN PLAFORM TO EC; NO MODIFICATIONS TO EXISTING W ROOF FRAMING; TYP EC-1, 2, 3 p s>t 0 Fz O COORDINATE INSTALLATION WITH OWNER FOR ALIGNMENT OF TEE=BAR AND ROOF Z S i m 0 FRAMING/PLATFORM REQUIREMENTS FOR SUPPLY AIR SERVICE z 0o 0 O PROVIDE PYRAMIDAL PLATE SUPPLY AIR REGISTER WITH 16" DROP FROM HEIGHT Lu W OF TEE-BAR, THREADED ROD STAND-OFFS; Z O PROVIDE DRYER EXHAUST DUCT FROM SINGLE POINT CONNECTIONS AT DRYER 4 STACK UTR TO 180'ELBOW, TERMINATION; TYP W 05 PROVIDE 28x22 OPENING UTR FOR MAKE-UP AIR TO DRYER STACKS; TYP © PROVIDE INSECT SCREEN OVER MAKE-UP AIR OPENING J W O PROVIDE MOISTURE EXHAUST SERVICE AND MAKE-UP AIR SERVICE FOR(4) 80# Z I- DRYERS g CV �------- 11----- - "--y._ ---, --- - © PROVIDE MOISTURE EXHAUST SERVICE AND MAKE-UP AIR SERVICE FOR (4) 50# a Q Vco STACK DRYERS / ........�.� O Og PROVIDE MOISTURE EXHAUST SERVICE AND MAKE-UP AIR SERVICE FOR (7)30# � � LL Z � STACK DRYERS O = a i g 12 —f 1p MAKE-UP AIR FOR DRYER STACKS FROM ATTIC/CEILING SPACE VIA MAKE-UP U a j r TG%18 - 14 i/ _____-___�__; AIR OPENINGS ON ROOF. SERVICE AREA AND ATTIC/PLENUM SPACE FREELY Z d TYP 4 COMMUNICATION WITH OUTSIDE I L O SERVICE AISLE CEILING SPACE, UNDERSIDE OF STRUCTURE, CEILING SPACE m m __- - 2 EV 11 ABOVE TEE-BAR INTERCONNETED; SERVICE AISLE INTERIOR WALL DOES NOT ' L-_ -_J EXTEND TO UNDERSIDE OF STRUCTURE WH-1 PROVIDE TOILET EXHAUST FAN; MAINTAIN SERVICE FOR TOILET ROOM; FOR (N) (ON ROOF) """""'-----' SELF-SERVICE LAUNDRY WATER HEATER Wi-1 ON ROOF BY PLUMBING CONTRACTOR 14 PROVIDE TRANSFER GRILLE FOR RELIEF OF SUPPLY AIR INTO LAUNDRY SPACE TO O I CEILING SPACE g O 15 INTERLOCK EC'S(EF-1,2,3),EF'S(EF-2,3,4)FOR POSITIVE PRESSURIZATION OF O 4 LAUNDRY SPACE,CEILING SPACE za 10.0 O e _ 8"0 4 a a a a O Z = w w O � M W W cq _ > 0 > a w W O Q = Z Z w w w Q ° 0 o Z 8"0 7 = 22x26; w 1 TYP 8 ~ O 11 O Z Q 1 3 15 SR-1 0 4.350 CF A O TYP S LL_ i S/ r w�yg gip• /Ir Fp�o�FES Ip1,q/. dryM GI V _ � a t �CHANIGP P ��OF C 05 ,,.... �- SfAtE NOTED ME7 K. -_._. 1795 . DESWED V KMF Dwma RT MUED W KMF pA1E 06/25/2018 NORTH ICI A A — 2 FLOOR PLAN OF SCALE: 1/4"=1'—O" La W NOTES }~ J� 7 O 2 t� O J 01 PROVIDE ROOF-MOUNTED DOWN-DISCHARGE EC'S E�A Z 3' w C. ! ��Mma Q2 ELECTRICAL SERVICE BY ELECTRICAL CONTRACTOR N R LLI «^mga O3 PLATFORM, ROOF OPENINGS, REPAIR TO ROOFING BY GENERAL CONTRACTOR z J 10 c� ga'mo ® ROUTE DUCTWORK THRU ROOF WITH NO MODIFICATIONS TO(E)ROOF STRUCTURE Z m Z r i ^� w O MAINTAIN /MODIFY/REPAIR DRYER MOISTURE EXHAUST DUCT UTR, 180' WLLl r ELBOW WITH TERMINATION AND DISCHARGE ABOVE ROOF; MAINTAIN TERMINATION Z 3' MINIMUM FROM PROPERTY LINE, AND OPENINGS INTO BUILDING F © PROVIDE 26X22 OPENING UTR FOR DRYER STACK MAKE-UP AIR; TYP W Q7 PROVIDE INSECT SCREEN OVER MAKE-UP AIR OPENING O ROOF-MOUNTED WATER HEATER CONFIGURED FOR OUTDOOR INSTALLATION BY PLUMBING U W CONTRACTOR; PROVIDE MANUFACTURER'S FLUE VENT HARDWARE; MAINTAIN FLUE VENT J LLJ TERMINATION 4'FROM PROPERTY UNE,3'FROM OPENING INTO BUILDING,3'ABOVE ANY — _ _ OUTSIDE AIR INTAKE WITHIN 10' } Z g -( Q9 PROVIDE EA SERVICE FROM TOILET ROOM UTR TO ROOF JACK/TERMINATION a O W Q � ' 12 11 r--'1 EF 1p PROVIDE OVER-SIZED PLATFORM FOR EC'S; COORDINATE REQUIREMENTS WITH w U aj q OWNER O EF i Fa I 11 PLATFORM SIMILAR TO EC PLATFORM FOR WH-1 x r F- Q 0 6 Ili ii 12 ROOF REPAIR BY GENERAL CONTRACTOR Z y ' > o 0 1 13 PROVIDE SWITCHING FOR EC'S m II II � 1 iq INTERLOCK EC'S(EF-1,2,3),EF'S(EF-2,3,4)FOR POSITIVE PRESSURIZATION OF WH-1 1 LAUNDRY SPACE,CEILING SPACE (ON ROOF) EC 1 i � 15 UPTURNED OPENING IN CAP FOR DUCT UP THROUGH ROOF r M-q 1 2 3 12 14 l i i6 SUPPLY AIR DUCT FROM SUPPLY AIR DIFFUSER PLATE IN CEILING BELOW UP THROUGH ROOF TO OVERTURNED TRIM TO PRECLUDE WATER INTRUSION; ALIGN PLATE BELOW WITH OPENING IN ROOF F `k I I 0+-D M34 10"0 CKID i w a II II � i a 0+-D CEO 22z26; I I TYP 8 �aaaaa I I I i G+-D II II I II 11 � Z x l 0+—D EC i 2 } 5 " Lu En N 6..m ,z s M34 G+-D i > In 2 U O Z o 4'-- � a II , i II (L Q v II II � Z w w LU o-+-D z o Lu m II i i II � Q+-D II II II If II II d GC-D II _EC II II i II z ' II II II 2 J II Li II O II O II II � II II II iI II 11 II II II II II II I FES oNq I I E2 M44 2 13 14 3 1711. n r I * em w cHwe . G ME NOTED ' F CC Ko. 1795 u NED V KMF m"w RT CKCKm sr KMF 0.TE 06/25/2018 NORTH M- 3 R O O F P L A N SCALE: 1/4"=1'-0" OF 4 V Fn 0 W 841ESL U o 'm o NOTES NOTES. q PROVIDE 22"X26" MAKE—UP AIR Oq EVAP COOLER; DOWN—DISCHARGE; Q w< o O PROVIDE MOISTURE EXHAUST O HOOD; 24 SA GALVANIZED 297# z z DUCT(0.0195 GALVANIZED STEEL; 4.0 SF FREE AREA THRU 1p W STEEL SHEET METAL) FROM AT OPENING; PROVIDE O 1-1/2'X4"Xi/8"ANGLE, (2) PER SIDE N r CLOTHES DRYER FROM BELOW FULL—SIZED OPENING IN ROOF w a a"'y UTR; PROVIDE 3" CLEARANCE C SECURE TO EC VIA(#10 SHEET METAL Q w z Y a v TO COMBUSTIBLES, WITH O PROVIDE SELF—FLASHING SHEET O SCREW ABOVE WATER LINE C9 S�a�m o METAL COLLAR TREATMENT z y z TO g PROVIDE STONEMAN - TYPE © SET FLASHING IN MASTIC ON OD SECURE OU2ELAG SCREWORM ELEMENT VIA W 2 Q O BUILT-UP ASPHALT ROOFING; , COLLAR/COUNTER FLASHING; HOT MOP OVER TOP OF Z SECURE ASSEMBLY; WEATHER 0 22 GA GALVANIZED STEEL CAP EC PROOF VIA SEALANT AT MATED FLASHING, ADJACENT ROOFING SURFACES A z PROVIDE FLASHING O 20%FREE4AREA4YIE YIELDS 3.5 S SCREEN F O UPTTHROUGHPROOF IN CAP FOR DUCT 1 w FREE AREA _ _ Op © 3/4 PLYWOOD SHEATHING ROOF REPAIR /MODIFICATION _— O PROVIDE ADDITIONAL BLOCKING — U I j BY WARRANTYING INSTALLER; ABOUT OPENINGS; SECURE VIA 2X6 WOOD NAILER, LEVELED; SELCURE J W CONTACT CHRIS EKKLEBOOM AT SIMPSON HARDWARE NATIONAL ROOF, 619-760-7663 ROOF TAMING VIA 10d NAILS AT J 6" z r O (E) ROOFING 8"ON CENTER Q N N a O PROVIDE OPENING THRU (E) O 2X6 PLATFORM FRAMING ON z U w o� N ROOF DECK, ROOFING PERIMETER, INTERIM AT 16'ON CENTER Q °O (E)ROOF DECK Q ❑ LU U O (E)ROOFING L K A PROVIDE DIMENSIONS FOR O FOOTPRINT EOF ELEMENTS ABOUTBOUT ) < z © (E) WOOD ROOF DECK O COMMENSURATE AREAS TO B ENDS OF T T U 2 Q v ACCOMMODATE FIELD © PLATFORMFULL—SIZEDFRAM NGNANDTSLEEPERS E U 2 1- co H (E) 2X4/4X12 /GLB ROOF CONDITIONS C Q O Q a O FRAMING; NO MODIFICATIONS TO O SECURE PLATFORM FRAMING VIA K G z �'- d1 + (C)OROOF OOF FRAMING IN THIS �SIMPSON A-35 D > o o , WORK2X J (D (E)GLU LAM BEAM L "--------------- J W co co N v O 3'MINIMUM O SEE FLOOR PLAN, ROOF PLAN C B D F A 0 © (E) 4X72 SUB-PURLIN AT 8'-0"O.C. M H J V X Y FOR VENT SIZES BACK DRAFT DAMPERS 0 (E) 2X4 RAFTER; TYP AT 24" O.C. © PROVIDED; INTEGRAL TO1�7 C 6 ® nx PRIMARY HEADER SPAN OF a . CLOTHES DRYERS F SUB-PURLIN BAY F O SECONDARY 4X6 BLOCKING AND- Q HEADER AT UNDERSIDE OF ROOF DECK T m in E G ABOUT PERIMETER OF PLATFORM VIA u=i r H SIMPSON LUS HANGERS g F71OINTERIM 4X6 BLOCKING AND HEADER $ !' G AT UNDERSIDE OF ROOF DECK ABOUT $ P z z PERIMETER OF PLATFORM VIA SIMPSON w LUS HANGERS a a O SUPPLY AIR DUCT FROM SUPPLY AIR N E DIFFUSER PLATE IN CEILING BELOW UP c THROUGH ROOF TO OVERTURNED TRIM TO PRECLUDE WATER INTRUSION; ALIGN PLATE BELOW WITH OPENING IN �O a a a a a a ROOF O CANT STRIP O RUN ROOFING FROM ACROSS(E) z = !' ROOFING UP TO AND WITHIN CAP O (E)ROOFING �' 5 w W Cl OY (E) ROOF DECK > ❑ > Q O z 0 U d Q p MOISTURE EXHAUST DUCT (3) NO SCALE MAKE—UP AIR HOOD 2 EQUIPMENT PLATFORM 1 ° r, NO SCALE NO SCALE Z w w N0� < C) Oq EXHAUST FAN; SECURE z EXHAUST FAN TO ROOF CURB; Lu TYP EF-4, 5, 6 F— O ROOF CURB; PROVIDE LEVELING SHIMS; SECURE TO ROOF CURB TO ROOF STRUCTURE © BACK DRAFT DAMPER O PROVIDE CANT STRIP a O RUN ROOFING FROM ACROSS(E) ROOFING UP TO AND WITHIN J CAP O ROOF DECK < W © (E) GLU LAM BEAM EF Q A O SECONDARY 06 BLOCKING AND HEADER AT UNDERSIDE OF ROOF DECK ABOUT PERIMETER OF PLATFORM VIA SIMPSON LUS HANGERS Oj OPENING IN ROOF DECK e, FES +ON hP�h E 0 0 A C _ '�4'CNANIGP P?P D O F ,lf OF CA111� F r NOTED J MECT no. 1795 H avcxEo ar KMF G opuxa RT cxccN¢o ar KMF wrt 06/25/2018 v M - 4 NOT USED NO SCALE 6 NOT USED NO SCALE(5]EXHAUST FAN (EF-2, 3, 4) NO SCALE 4 of 4 V y W zUTILITY SCHEDULE ° a LEGEND GENERAL NOTES z= wZ" -8 FIXTURE STREET PRESSURE PRV SETTING WATER WATER SIZING " GPM FUTURE F.U. TOTAL F.U. TOTAL GPM METER SIZE m UNITS PSI PSI HARDNESS PSI/100' YMUOL DESCRIPTION 1. CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED W a N IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE WATER WASTE BELOW GRADE FLOOR(E) INSPECTING AUTHORITY: w z u a 106 45 - 106 45 2" 110 MIN/120 MAX 80 - 25.0/16.0 A. CALIFORNIA BUILDING CODE 2016 g a m o ------ WASTE BELOW GRADE FLOOR(N) Z rn i B. CALIFORNIA MECHANICAL CODE 2016 ', WASTE ABOVE GRADE FLOOR(N) w FIXTURE UNITS BUILDING SEWER LATERAL OR WYE STREET SEWER DESIGN SLOPE C. CALIFORNIA PLUMBING CODE 2016 LU SEWER/ - DOMESTIC COLD WATER D, CALIFORNIA ELECTRICAL CODE 2016 Z STORM DRAIN OTHERWISE 0168 4" 6" _ 1/ SLOPE UNLESS --- DOMESTIC HOT WATER E. CALIFORNIA ADMINISTRATIVE CODE TO INCLUDE TITLE 24 ENERGY CODE-2018 Z OTHERNISE NOTED NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING w ---- DOMESTIC HOT WATER RETURN WITH THESE CODES OR OTHER APPLICABLE CODES APPLICABLE TO THIS PROJECT. HOUSE MAX LENGTH SPACE HEATING WATER HEATING DRYERS TOTAL CFH GAS PIPING 2. SPECIFICATIONS AS PROVIDED FOR THE CONSTRUCTION OF THE SHELL BUILDING SHALL PRESSURE OF RUN GAS BE CONSIDERED AS PART OF THIS CONTRACT DOCUMENT. IN THE EVENT OF A CONFLICT U W CFH FLOOR SINK OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS J LU 8"WC 130, - 750 2,984 3,734 OR WITH CODE REQUIREMENTS,THE NOTE SPECIFICATION OR CODE WHICH PRESCRIBES J K FLOOR DRAIN AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER STANDARD SHALL PREVAIL. Z -Or 3. THE CONTRACTOR SHALL FURNISH ALL PERMITS AND PAY ALL FEES. Q r F7 PRESSURE REGULATINGAVALVVE 4. FURNISH ALL LABOR,MATERIALS,EQUIPMENT AND TRANSPORTATION AS REQUIRED TO Q > U HOT WATER SUPPLY WATER HEATER PROPERLY INSTALL NEW PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS AND 0- 04 rn SHUT-OFF VALVE SPECIFIED HEREIN. O LL Q NATURAL GAS CONNECTIONS ELECTRICAL GAS SHUT-OFF VALVE H Q MFGR PRESSURE OPER 5. REPRESENTATIVE OF THE OWNER INSPECTIONS TO BE MADE AND INSTALLATIONS U MARK AND LOCATION SERVICE MAX INPUT MAX OUTPUT �pM DROP EST LINT GAS INLET EXHAUST WT REMARKS CHECK VALVE APPROVED BEFORE PERMANANTLY COVERING, Q O Z D_ MODEL MBH MBH FT IN IN AMPS V/PH LBS N j F- m TEMPERATURE AND PRESSURE 6. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS' M_1 RAYPACK ROOF DOMESTIC 750 630 72 7.0 140 155 1-1/4" - 6 115/1 700 HOOD FOR OUTDOOR INSTALLATION,PUMP FURNISH NTH LOW WATER CUTOUT,VENT RELIEF VALVE LABEL(UL)AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED co WH3-752C HOT WATER FOR HARD WATER CONDITIONS AND APPROVED.(LAPC 103.1.2,301.1) THERMOMETER 7. THE CONTRACTOR SHALL NOT BORE,NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL ...� f- UNION MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. FIXTURE SCHEDULE FLOOR CLEAN OUT 8. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES,EQUIPMENT,AND a HARDWARE TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING H WALL CLEAN OUT CODE,SMACNA STANDARDS,AND ALL LOCAL ORDINANCES. m g � MARK SERVICE CW HIN (W V REMARKS CLEAN OUT TO GRADE m 9. THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS,SERVICE REQUIREMENTS AND POINT OF CONNECTION EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. FIELD VERIFY ALL x x 4 U U MEASUREMENTS AND COORDINATE WORK WITH ALL TRADES. - U U EXPANSION _ _ _ SHUT-OFF VALVE RISER VIEW) 10. BEFORE COMMENCEMENT OF WORK.THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, w ET-1 1/2" AMTROL ST-12 p ( z ELEVATIONS,AND CHARACTERISTICS OF ALL UTILITIES AND PIPING AND SHALL AFF ABOVE FINISHED FLOOR a a r IMMEDIATELY NOTIFY THE OWNER OF ANY DISCREPANCIES. j AFG ABOVE FINISHED GRADE w . FD-1 FLOOR 3" 3• PROVIDE DOMED STRAINER COVER,HEEL-PROOF COVER,TRAP PRIMER CONNECTION 11. EXACT LOCATIONS,MOUNTING HEIGHTS AND COLORS OF PLUMBING FIXTURES SHALL BE - DRAIN BFP BACK FLOW PREVENTER OBTAINED FROM THE ARCHITECTURAL DRAWINGS AND THE MANUFACTURER'S PUBLISHED a a a Q a a FLOOR CW COLD WATER DATA. o DHW DOMESTIC HOT WATER FS-1 TRAP - - 3" 2" PROVIDE HEEL-PROOF GRATE,TRAP PRIMER CONNECTOR; PPP p2 PRESSURE TYPE TRAP PRIMER 12. UTILITY COORDINATION: CONTRACTOR SHALL COORDINATE GAS,WATER,AND WASTE _ PRIMER DL DEVELOPED LENGTH SERVICE WITH RESPECTIVE UTILITY COMPANIES. ON DOWN 13. INSULATION: Z = A. PIPE INSULATION: ALL HOT WATER AND HOT WATER RETURN RECIRCULATION H c HB-1 HOSE 3/4" - - - ACORN 8121/INTEGRAL VACUUM BREAKER FU FIXTURE UNIT PIPING SHALL BE INSULATED WITH V THICK FOR SIZES UP TO 2".1-1/2"THICK Ld BIB FOR SIZES 2-1/2"AND LARGER. MINIMUM THERMAL RESISTANCE SHALL BE 5 0 G GAS R-4.0 TO 4.6 PER INCH. LJJ W rn r PROVIDE CEC LISTED TRIM,INSTALLATION; PROVIDE 0.2 GPM PER CYCLE; FAUCET SHALL BE MPG MEDIUM PRESSURE GAS B. ST-1 SHALL BE INSULATED > 0 > Q L-1 HANDICAP 1/2" 1/2^ 2" 2" SELF-CLOSING/SELF-METERING FAUCETS; PROVIDE CONTROLS THAT LIMIT THE WATER TEMPERATURE TO C. PROVIDE ARMSTRONG"ARMAFLEX"OR EQUAL INSULATION AND DRAIN PIPING O Z ofV LAV PRV PRESSURE REDUCING VALVE O 1107 BELOW HANDICAP LAVATORIES AND SINKS ST STORAGE TANK 14. PIPING: G_ Q x 0 MOP FLOOR-MOUNTED MOP SINK WITH INTEGRAL DRAIN AND HOSE ATTACHMENT; FURNISH WITH CEC LISTED VTR VENT THROUGH ROOF A. WASTE&VENT J 0 Z MS-1 SINK 3/4" 3/4" 3" 2" TRIM AND HARDWARE 1• INSIDE AND OUTSIDE BUILDING,ABOVE AND BELOW GROUND(UNLESS Z W V VENT OTHERWISE IDENTIFIED) Y LU W WASTE A. WASTE&VENT: SCHEDULE 40 ABS,WITH SCHEDULE 40 FITTINGS, Z g LU &SOLVENT WELDS. Q U . S-1 SINK 1/2" 1/2" 2" 2" PROVIDE CEC LISTED TRIM,INSTALLATION; PROVIDE FLOW RESTRICTOR FOR 1.8 GPM MAX FLOW WH WATER HEATER B. DRAIN PIPING: COPPER TYPE"M", NTH 95/5 TIN/ANTIMONY Z m SLIDER,WROT COPPER FITTINGS. LLJ C. ALL WASTE PIPING SHALL SLOPE AT 2%UNLESS OTHERWISE NOTED TP-1 TRAP 1/2" - - - PPP#2 PRESSURE TYPE TRAP PRIMER SHEET INDEX D. CLEAN OUTS: ALL CLEAN OUTS SHALL BE INSTALLED WHERE PRIMER READILY ACCESSIBLE, THE CONTRACTOR SHALL COORDINATE ALL CLEAN OUT LOCATIONS WITH EQUIPMENT,CABINETS,ETC.,AND SWGGT SHEET TITLE THE ARCHITECT PRIOR TO ANY INSTALLATION. WC-1 HANDICAP 3/4" - 3" 2" PROVIDE AMERICAN STANDARD FOR CEC LISTED HARDWARE INSTALLATION.PROVIDE 1.28 GPF MAX, E. VENT TERMINATION: ALL PLUMBING FIXTURE VENTS TO TERMINATE WATER CLOSET ELONGATED BOWL,OPEN FRONT SEAT(FLUSH TANK) P-1 GENERAL NOTES,LEGEND,SCHEDULES A MINIMUM OF 36 INCHES FROM ANY VERTICAL SURFACE AND 10 - FEET FROM OR TERMINATED 3'-0"ABOVE ANY OUTSIDE AIR P-2 SITE PLAN INTAKES. cn F. WATER HEATER: PROVIDE DRAIN FROM PRESSURE/TEMPERATURE cn P-3 FLOOR PLAN (D LJ RELIEF VALVES OFF WATER HEATERS TO FS-1 IN VICINITY z p� CONTRACTOR'S RESPONSIBILITIES LOCAL UTILITY CONTACT INFORMATION P-4 WASTE&VENT,HOT&COLD WATER,GAS ISOMETRICS G. AIR PIPESAANDADRAINS TO HAVE ALL PIPING IMNIMUM AIR-GAPNG INTO AS REQUIRED LJ � P-5 WATER CALCULATIONS BY LOCAL CODES. LJ = 2. ALTERNATIVE MATERIALS-UNDERGROUND,INSIDE AND OUTSIDE BUILDING: w J SCHEDULE 40 ABS NTH SCHEDULE 40 FITTINGS,SOLVENT WELD JOINTS; W 1. MAINTAIN WASTE, WATER,GAS SERVICES FOR BUILDING ONTO SITE AND INTO SPACE 1. STATIC WATER PRESSURE INFORMATION: ELSINORE WATER DISTRICT 951-674-2168 ABS AND PVC DWV PIPING INSTALLATIONS SHALL BE INSTALLED IN C CONTRACTOR SHALL ACCORDANCE WITH APPLICABLE STANDARDS REFERENCED IN TABLE 1401.1 2. PROVIDE WASTE SERVICES FROM POINT OF CONNECTION AT STUB INTO SPACE TO 110 PSI LOW; 120 PSI HIGH PER SHARON 06/27/19 B. WATER PIPING CLOTHES WASHING MACHINES VERIFY AVAILABILITY OF 3. PROVIDE WATER SERVICE FROM POINT OF CONNECTION IN BUILDING TO CLOTHES WASHING 2• PUBLIC WORKS DEPARTMENT(ENGINEERING) 1. INSIDE BUILDING(UNLESS OTHERWISE INDICATED): MACHINES,DHW STORAGE TANK ALL UTILITIES PRIOR TO A. HOT AND COLD WATER ABOVE GRADE: COPPER TYPE"M", WITHTIN 3. GAS SERVICE INFORMATION: TBD 95/5 TIN/ANTIMONY SOLDER,WROT COPPER FITGS. $, 4. PROVIDE WATER HEATERS; PROVIDE DHW SERVICE FOR WATER HEATING TO CLOTHES B. HOT WATER PIPING(INTERCONNECTING BOILER AND STORAGE WASHING MACHINES,MOP SINK AS AGREED UPON INITIATION OF TANK): COPPER TYPE"L", WITH SILVER TIN/ANTIMONY SOLDER, 5. PROVIDE GAS SERVICE FROM POINT OF CONNECTION AT STUB INTO SPACE TO CLOTHES WROT COPPER FITTINGS. ves �o v DTYERS,WATER HEATERS; EXTEND SERVICE TO OUTSIDE OF BUILDING AS NECESSARY CONSTRUCTION 2 OUTSIDE BUILDING(UNLESS OTHERWISE INDICATED): COLD WATER,BELOW GROUND: COPPER TYPE"L"AS IDENTIFIED ABOVE .ear C. GAS PIPING: 3"SERVICE AND SMALLER SHALL BE BLACK STEEL SCHEDULE 40 WITH BLACK SCREWED MALLEABLE IRON FITTINGS. 4"SERVICE SHALL BE m SCHEDULE 40 BLACK STEEL NTH BUTT-WELDED JOINTS. ♦ °xA D. PROVIDE PIPING SUPPORT AND SEISMIC BRACING PER UPC,SMACNA,AND m� •CHANIC*r° AUTHORITY HAVING JURISDICTION 'e ar cA��aoe 15. EQUIPMENT AND HARDWARE A. WATER HEATER PACKAGE SHALL BE COMPLETE WITH WATER HEATER HARDWARE: M-I,2 PUMP,ECONOMASTER,TANKSTAT,THERMOMETER,TEMPERATURE AND PRESSURE RELIEF VALVE,MOUNTING HARDWARE.PROVIDE FOR DIRECT VENT scuE NOTED CONFIGURATION.WATER HEATERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATONS MEV W. 1795 B. PRESSURE TYPE TRAP PRIMERS(TP-1)SHALL BE PPP#P-2 OR EQUAL,AS n�. INDICATED ON PLANS DEMKKMF C. EXPANSION TANK(ET-1)SHALL BE AMTROL ST-12 M.ar RT D. PRESSURE REDUCING VALVE SHALL BE WILKINS 500YSBR,OR APPROVED EQUAL c1cm w E. SEISMIC SHUT-OFF VALVE SHALL BE CALIFORNIA SEISMIC SHUT-OFF VALVE KMF MODEL 301,2",OR APPROVED EQUAL FOR INSTALLATION IN THE CITY OF LOS 0A1E ANGELES O6/25/2018 16. LEAD FREE COMPLIANCE REQUIRED EFFECTIVE JANUARY 1,2010 PER CALIFORNIA HEALTH &SAFETY CODE SEC.116875.WATER PIPE AND FITTINGS NTH A LEAND CONTENT WHICH p - 1 EXCEEDS 0,25%SHALL BE PROHIBITED IN SYSTEMS CONVEYING POTABLE WATER.(LAPC 604.11; HEALTH&SAFTEY CODE 116875 ,• OF 5 y W }Q O ' z F n U zz w Egg, wo 'aa^ F O z ul ,. pp Ipjr xpu gpuN _ _ _ PROPERTY z O LL W LINE z I � I U J w ----- — --- F J Z S PROVIDE 3" G EXTEND(E) SERVICES TO 1,614 CFH z Q 3: N POINTS TF USE ENANT SPACE PROVIDE ,1 G Z Q W w I Q 2,120 � I � > U VERIFY AVAILABILITY OF a ; Q rn SERVICES IN SPACE a ZQ Oj ¢ C / I z .. _. ,.._ +.-,_1. -Al-- Q � z a ---- Z N 1 i6 56 i (PROVIDE 3" G m M A EA AFFECTED ' 6VI E 3.734 CFH a BY THE PROJECT i 4"IW; 118 C A B C D, E, F 0 I 4"INf; 4�F (E) 8" WC GAS _ METER PROVIDE 2" CW 1 r O 1 106 FU (N)l ] � I k m ��-jL� ._. .... ..._. (E)2" BACKFLOW PREVEN TOR � El/4"M ® I._ !11 tlJl I WATER METERa 'j _ 4 ®gaaaaa '""'�'.7--2 ft:'-.W'r�'„•.:., •' ¢ ,,,J,,1 C. "� D I _ E C c } 5 to N .. ........ .... ..mmJl W Py CA F Q � Q LU 06 ..I x w, z _� '� [—,r ilh I G �PP ^^l ....._ �[ W —_, — H O g g w • v. uem ".... �, .,v..,, rF.�.,,ry K is Z I µ I N I I - I .::�: IIy1 JUL.I It, /` � III7ppp��y���ppIII �jy�pyll¶IIIIII���I ��I�IpIIIII"III!I¶I��I1 -__ - - ? FES/CN9 C------- ------\------L- ---- � N0. r LAKESHORE DRIVE @ (E) MAIN IN STREET a°P CASCU �If� NOTED PROJECT N0. 1 795 DME0 m KMF D90 R RT v cxccxEo er KMF '15/25/2018 NORTH P- 2 S I T E P L A N L W NOTES y� J 0 o i W� U Oj MAINTAIN (E) 4" W SERVICE FROM POINT OF CONNECTION AT(E) Q a c SERVICE STUBBED TO PROPERTY, TO POINTS OF USE IN LAUNDRY Z 0 w 6 Eel Q MAINTAIN (E) 2"CW SERVICE FROM CONNECTION AT METER TO S2 w POINTS OF USE WITHIN SPACE U) a O3 PROVIDE G SERVICE FROM CONNECTION AT(E) METER, ROUTED ON r? w z a v BACKSIDE OF BUILDING EXTERIOR TO POINTS OF USE WITHIN 0 g a o SPACE AND ON ROOF; COORDINATE WITH UTILITY AS NECESSARY Z N Z i ® PROVIDE W, V, CW, HW SERVICES AND ASSOCIATED TRIM FOR W °w LAUNDRY INSTALLATION: TYP W 2 5D PROVIDE SERVICE FOR (2) 90#WASHERS 0 Z MS © PROVIDE SERVICE FOR (2)60#WASHERS It W ST O 07 PROVIDE SERVICE FOR(2) 60#WASHERS (, 0J (4) © PROVIDE SERVICE FOR(5) 40#WASHERS J ` 90 PROVIDE SERVICE FOR (6) 30#WASHERS } Q N 11 PROVIDE SERVICE FOR (9) 20#WASHERS Q 0 W 4 cq N i 14 5 \ 11 PROVIDE SERVICE FOR (4)80# DRYERS CL: Q TP I WC I i Q ---__�__; 12 PROVIDE SERVICE FOR (4) 50#STACK DRYERS O ? F I I 1 I� 13 PROVIDE SERVICE FOR (7) 30#STACK DRYERS Q 4 a l i i i t OF) -..._.------- i--�i----- li a 14 co PROVIDE DHWS, DHWR PIPING FROM WATER HEATER WH-1 TO ST-1 > ~ PROVIDE SEPARATE INDIRECT WASTE FROM WATER HEATER T&P m N RELIEF VALVE TO APPROVED POINT OF DISCHARGE PROVIDE FS-1 FOR ST-1 DRAIN; ROUTE DRAIN SERVICE FROM I I L T 16 ST-1 TO FS-1 L..L� I I Iii c1�� (I1 II 11 I 0. lop , I U III � a a ' III c�> I 13 Q7 , II F o ,a WofW I ' 0ZEE0 i -- 11_� O 5 J = Y W I- ---- — —1 '------ — z O Y - - g zLu ti r I d I I I . z 0.\�I P I I FD m O 1 , O © — -------- --- I 1 I 05 b No. 7267 i m cH,N,c p?P f pF CPl�fp �1 xus � NOTED PRDIEI NO. 1795 oEsmm w KMF owewNw RT . MUED V KMF 01iE 06/25/201$ ' NORTH Y P- 3 F L 0 0 R P L A N SCALE: 1/4"=r-O" OF 5 M,o �` 2"V LOW PRESSURE GAS V) 5 WASTE p" VENT ISOMETRIC 12 FUG' � GAS PIPE SIZING (NATURAL GAS OF 0.60 SPECIFIC Q a III CX, � I GRAVITY BASED ON PRESSURE DROP OF 0,5 INCH Z� t N i NOTES 2"y i \ �l / j WATER COLUMN) z z 14 FU i LENGTH IN FEET m V 1. WASTE SERVICE SHALL BE INSTALLED WITH A MINIMUM 2% , I // PIPE SIZE, ' INCHES 80 125 150 y. > ~ SLOPE - , w 3"V '� I 1/2 56 44 40 G m z d a 2. PIPING MATERIALS SHALL BE SERVICE WEIGHT HUBLESS 20 FU ' i 1 \/ I/ o CAST IRON PIPE AND FITTINGS WITH NEOPRENE GASKETS rA I / 3/4 117 92 83 Z g? m i AND CAST IRON CLAMPS AND STAINLESS STEEL NUTS, 3"V .^ 1 I / 1-1/2- G 1 220 173 157 W w o a BOLTS,AND WASHERS,OR SCHEDULE 40 ABS,WITH 32 FU-% i I t/ 360 CFH SCHEDULE 40 FITTINGS,&SOLVENT WELDS. 3'ViR i ^ 1 I / g (1) 60#WASHER; m 118 FU TYP 4 2"G 1-1/4 452 355 322 Z 3. WASHER STANDPIPE DRAINS FOR PUMPED MACHINES , 3"V r� I // �1 1260 CFH 1-1/2 677 532 482 a SHALL BE 3"IN DIAMETER WITH 3"TRAP ARMS,TYPICAL 44 FU 1\J I 1/ 3"G l 2 1300 1020 926 W 2120 CFH 4. TRAP ARMS FOR GRAVITY DRAIN MACHINES SHALL BE 3"; 3»V X� ^J I / 2-1/2 2080 1630 1480 TYPICAL 72 FU i \J I // 3 3670 2890 2610 F_ J5. PROVIDE CLEANOUTS PER UPC SEC 707.0 AND 719.0 i I /� 4 7490 5890 5330 W- 3"V �f - / (1) 30#WASHER; �i i // TYP 6 5 13600 10600 9650 J z 60 FU' i 2" 3"V: ', y J �l / CFH ■ INFORMATIONPLUMBING CODED FROM 2016 TABLE 1216,2(p IFORNIA Z Q � m N n / ,-,/2"/360 CFH 48.R'r I 1-1/2"/180 CFH W Q m / \/ (�60Y WASHERS Q ❑ U co 2"V:' i y�J\J �,FD ((9)01 WASHERS 301 WASHERS2"/900 CFH 80'DL a Q Z 6 for i f-I 1 2"/.72o cFli 3 G 2"/540 CFH ISc�c = Q r 2"V /:' 1-1/2"/360 CFH I U Q p Z d 24 FU:' i 1\J I 1/ i-1/4"/160 CFH _ > tq . 2"V i /►J I // 2-/860 CFH \\ coM 12 FU .f- � I // 2"/645 CFH WH - N �f 1-1/2"/430 CFH r (C ��#STACK DYERS 1-1/4"/215 CFH 2120 CFH \J I (ON ROOF) 1/ CONNECTION AT APPLIANCE 3.0 Q TYP�/ (4)30 STACK DYERS 3"G 2120 CFH / 2"y 1614 CFH m `N) I /// 3"VTR 12 FU, 115•DL 2"/864 CFH 32 FU i ^ 1 ,IIAPPUANCE 1-1/2'/648 CFH U E ' 2"V - TYP L)�#DYERS 1-1/4"/432 CFH OE 4" r �118 FU i 24 FUG'i ^ 1\J I f p 1"/216 CFH ii. 118 FU 44 FU 12 FU /X'- \� / i3D•OL GAS ISOMETRIC a (E)4"W (1) 40# WASHER NOTES 2"V i j TYP 5 1., GAS SERVICE SHALL BE BLACK STEEL SCHEDULE (4)50#STACK DYERS H_�!� i 40 WITH BLACK SCREWEp MALLEABLE IRON 4" <�(E)6"W (E)X \\\ 4"W12 FU i / / 3734 CFH C K 162 FU N \ / (E)B"WC GAS METER \�44 FU I 1 FITTINGS,ABOVE GROUND ST ` \ \ \ r ( /\t 2. EACH 30#DRYER STACK IS RATED AT 180 CFH, i \ J J (5)40N WASHERS i � \ i EACH 50#DRYER STACK IS RATED AT 216,EACH 2"V \ i I j FD 80#DRYER STACK IS RATED AT 215 AND EACH I i 6 FU,,"'�\ I�/ 1 WATER HEATER IS RATED AT 750 CFH. 80'DL 2»CW W 3. MAXIMUM DEVELOPED LENGTH FROM GAS METER TO 2 /III I z"DHW ��'� W ~ FURTHEST GAS APPLIANCE IS 130'. ( \ " 106 FU CW LLI ry U rn 4Lu' 32 FU 4. PROVIDE GAS SHUT-OFF VALVE FOR EACH OUTLET. 106 FU D I I i % / 5. PROVIDE MPG REGULATOR LOCATED IN SPACE; PROVIDE VENT DISCHARGE TO EXTERIOR - /- i ❑ W 6. PROVIDE DIRT LEG AT RUNOUT TO EACH /'� I , \ d Q it O 12 FU HOT & COLD WATER ISOMETRIC APPUANCE / j/' = ? (ON ROOF) Z LU W ( 20#WASHER; NOTES: //'-' II 1. HOT AND COLD WATER PIPING(ABOVE GROUND)SHALL BE COPPER TYPE /�/' w ro V WITH 95/5 TIN/ANTIMONY SOLDER,WROT COPPER FITTING,UNLESS / '.' OTHERWISE IDENTIFIED 2. INTERCONNECTING HOT WATER PIPING FROM WATER HEATERS AND STORAGE TANK SHALL BE COPPER TYPE"L"WITH 95/5 TIN/ANTIMONY TEMPERATURE AND SOLDER,WROT COPPER FITTINGS PRESSURE TFS-1 PIPED BELOW O 3. PROVIDE DHW RECIRCULATION LOOP TO MEET REQUIREMENTS OF CEC p� 110.3.C.5,TO INCLUDE THE FOLLOWING: PROVIDE TIME CLOCK CONTROL OF CIRC PUMP PROVIDE 2" , Z Q C/O A. RECIRCULATION PUMP IN VERTICAL PRIMED POSITION 106 FU i ; WH F`- B. CHECK VALVE DOWNSTREAM OF PUMP BEFORE HEATING T - . EQUIPMENT (E)PRV �•��� - S � I�/4" ❑ W 1�718FU o6_I2 144—--- -- `��``\ r DOMESTIC HOT WATER.PIPE SIZING Q O C. HOSE BIBB BETWEEN PUMP AND HEATING EQUIPMENT,AND 106 FU \ \ \ �'' ISOLATION VALVE BETWEEN HOSE BIBB AND PUMP (E)2" \ 106 FU / I ■ HOT WATER PIPE SIZING BASED ON 16.0 PSI/100FT AND MAX. W C) — HWRS—.---—--'T--—--—--^-- D. PUMP ISOLATION VALVES 'L / VELOCITY OF 5 FPS FOR DOMESTIC HOT WATER PIPING FIXTURE UNITS Q` CD g—-- --�—-- E. CW SUPPLY,DHWR SERVICES CONNECTED TO TANK SEPARATE 2» i y/ ' PIPE SIZE, - FROM DRAIN LINE 78 FU � ` 1 1/4" INCHES COLD WATER SERVICE FU 8 GPM �� \ \ �I 10 FU MAX FT/S MAXIMUM O p AIR VENT \ fy _ F. CHECK VALVE AT CW SUPPLY 3/4• `� 3/4 11 9 TO FS-i � I 4. PROVIDE TIME CLOCK CONTROL OF CIRC PUMP �`\.\ CWS S—►-�N------- -- -� 1 21 5. THE BRANCH FROM THE RECIRCULATING LOOP SHALL CONTAIN A MAXIMUM � 'I' � � 1-1/4 37 24 1/4"xi/8"STEEL STRAP I OF 0.6 GALLONS IN COMPLIANCE WITH LAPC610.4.1.2 1-1/2" 2"28 FU 1-1l2 61 34 6. THE MAXIMUM ALLOWABLE LENGTH FROM THE HOT WATER RECIRCULATING 22 FU -es 2 159 57 ,o ea °Kai LINE TO THE FIXTURE IS AS FOLLOWS: 1/2"=60FT,3/4"=26FT, ICI ET-1 i HE 1"=15FT (E)2" i / 2" 2-1/2 327 91 v ST i I I BFP i � /' 56 FU 3 541 133 1 I/��/I� 2» INFORMATION ADAPTED FROM 2016 CALIFORNIA PLUMBING CODE " a E' i I I /' 40 FU cp m \V Y (E)2"WATER ,y ^/ COLD WATER PIPE SIZING a METER i 1-1/2- F" '' ■ COLD WATER PIPE SIZING BASED ON 25.0 PSI/100FT AND MAX. �� VELOCITY OF 8 FPS FOR COLD WATER PIPING (6)60#WASHERS T I �n� HOT WATER RECIRCULATION (¢)30#WASHERS , V FIXTURE UNITS NOTED PUMP/LOOP,WIRE A 7 DAY (9)20#WASHERS ' /' 1-1/4" i PIPE SIZE, ma[cr xa. CLOCK THAT IS IN SERIES I/ 8FU INCHES COLD WATER SERVICE FU 8 GPM 1795 C _ _ WITH THE INSTALLED. TAP.FOR TP-i i J MAX FT/S MAXIMUM oesa+eo ar WATER HEATER AQUASTAT FOR COMPLIANCE SERVICE TO FU; ' /I - 3/4 16 12 KMF LOOP PUMP WITH SECTION 110:3(C)5 TYPI �R,J �.___ 1 30 20 RT HOT WATER RECIRCULATION �I FINISH I 1 1/4" 1-1/4 56 31 c MEQ ar .KMF GRADE PUMP/LOOP,WIRE A 7 DAY 8FU CLOCK THAT IS IN SERIES 1-1/2 103 44 °"'� WITH THE INSTALLED 06/25/20,8 HOT WATER HEATER PIPING DETAIL WITHAQU SECTFN 0.3(C)COMPUANQE ,-,/2" 2 455 76 WITH SECTION 110.3(C)5 i 2" 16 FU 2-1/2 455 115 NO SCALE 16 FU 3 719 165 P- 4 (2)90#WASHER " r INFORMATION ADAPTED FROM 2016 CALIFORNIA PLUMBING CODE 8FU OF 5 n0 N 21 V Q $A o ,, LAUNDRY - LAUNDRY - LAUNDRY - a rc u PROJECT NAME: LAKESHORE DR, PROJECT NAME: LAKESHORE DR. PROJECT NAME: LAKESHORE DR. Q 0' w o Z z PLUMBING FIXTURE UNITS PROJECT NUMBER: 1749 PLUMBING FIXTURE UNITS PROJECT NUMBER: 1749 PIPE SIZING - CW PROJECT NUMBER: 1749 RE-FIT COIN LAUNDRY DATE: 06 25 2018 DATE: 06 25 2018 DATE: O6 25 2016 w a<� BY: RT BY: RT BY: RT LU Of „s o wzduOz 6 z.-11O ' PROJECT LOCATION: LAKE ELSINORE, CA CODE:2016 CPC LAKE ELSINORE, CA 2016 CPC LAKE ELSINORE, CA 2016 CPC re N.n=z LU PROJECT LOCATION: CODE: PROJECT LOCATION: Code: z �'o a WASTE COLD WTR(0100%) HOT WATER(0 100%) LU w FIXTURES QTY. 0,1 0.2 0.30.4 0.60.6 2 3 4 5 B 81D 20 W 40MM OO100 o,DOD FU(EACH) FU(TOTAL) FU(EACH) FU(TOTAL) FU(EACH) FU(TOTAL) SYSTEM PRESSURE s�aaPWT01Ng 800D W AVAILABLE PRESSURE MINIMUM 110 PSI �pM No o 90#WASHERS 2 6 12 4 8 4 8 MAXIMUM 120 PSI px----- 40M d MOD 3000 60#WASHERS 4 6 24 4 16 4 16 PRESSURE REQUIRED AT FARTHEST FIXTURE: 30 PSI MW 2000 0 F- J w w 40#WASHERS 5 6 30 4 20 4 20 PRESSURE LOSS DUE TO HEIGHT: 2.3 PSI 1eWO NO am J z I,� NO' 30#WASHERS 6 6 36 4 24 4 24 500 am Q N rn a PRESSURE LOSS THRU METER: 2" 2 PSI 4No 00 Z O w C 20#WASHERS 9 6 54 4 36 4 36 PRESSURE LOSS THRU BACKFLOW PREVENTER: 9 PSI 200 No a- U SINK 1 2 2 2 2 2 2 10 M1 100 G LL OTHER LOSSES: PRV SET 0 80 PSI(2"PRV MODEL 500YSBR) 5 PSI 80 Oso FLOOR DRAIN 2 2 4 r SUBTOTAL 48.3 PSI o Z < d 10 zo > o co co LOSS AVAILABLE FOR FRICTION: 80 - 48.3 31.7 PSI 10 10 ONB 0 6 5 LENGTH OF RUNS ° ° 3 3 METER TO FARTHEST FIXTURE OUTSIDE BUILDING: 20 FT INSIDE BUILDING: 70 FT z 2 TOTAL: 90 FT 1 1 0.1 0.2 0.304 0.60.6 /2 3 4 5 8 810 20 30 405000 80100 Q P- FT FN Law[LW.pp,Sq,,,N,h Had pp,100 Foot Lonp) SUB-TOTALS: 162 106 106 EQUIVALENT LENGTH(FT): 90 X 1.25 FT 113 FT h PIPE MATERIAL M o BUILDING SEWER SIZE: 6 INCHES 1.25 FACTOR FOR FIT71NG5 FIXTURE UNITS a c ' ALLOWABLE FRICTION LOSS SIZE COLD WATER SERVICE FU GPM `I z a COLD WATER: 106 FU 8 MAX FT/S MAXIMUM I a a PRESSURE AVAILABLE(PSI) = 31.7 0.75 16 12 COLD WATER: EQUIVALENT(FT)/100(FT) = 112.5 x 100 28.2 1 30 20 0 (CONTINUOUS FLOW DEMAND): 106 FU o H2. .25 56 31 .5 103 44COLD WATER DEMAND: 106 FU 2 254 765 455 115 3 719 165 ~ Z = * COLD WATER PIPE SIZING BASED ON 25.0 PSI/10OFT AND MAX. VELOCITY OF 8 FPS FOR COLD W c ' * WATER CALCULATION FOR ENGINEERED PLUMBING SYSTEM BASED ON APPENDIX A OF THE CPC WATER PIPING. 2E >- 5 Lu Tn rn > p > O Z o d LAUNDRY- LAUNDRY- LAUNDRY- LU LU PROJECT NAME: LAKESHORE DR. PROJECT NAME: LAKESHORE DR. PROJECT NAME: LAKESHORE DR: d Q 0 v PLUMBING FIXTURE UNITS PROJECT NUMBER: 1749 PLUMBING FIXTURE UNITS PROJECT NUMBER: 1749 PIPE SIZING - DHW PROJECT NUMBER: 1749 J = CD TOILET ROOM ON EXISTING DATE: 06 25 2018 DATE: 06 25 2018 DATE: 06 25 2018 - Z w HOUSE SERVICES BY: RT BY: RT BY: RT Z O Y LU LU Q U g + PROJECT LOCATION: LAKE ELSINORE, CA CODE:2016 CPC PROJECT LOCATION: LAKE ELSINORE, CA CODE:2016 CPC PROJECT LOCATION: LAKE ELSINORE, CA Code: 2016 CPC Z LLI WASTE COLD WTR(0100� HOT WATER(0 100� �- FIXTURES CITY. fU(EACH) FU(TOTAL) FU(EACH) FU(TOTAL) FU(EACH) FU(TOTAL) SYSTEM PRESSURE 07 Coppet TOo ig 0.2 a4 o.e o.e z 3 4s6 BtO 20 so 4o6oeo WINtn,000 a_h Pipe 8No AVAILABLE PRESSURE Type""-"- 6000 MINIMUM 110 P51 ' WATER CLOSET 1 4 4 4 4 0 0 3Oou Tree L 3000 v TropN __ _ 5000 MAXIMUM 120 PSI LAVATORY t 2 2 2 2 2 2 1 z000 z°°° (n ' PRESSURE REQUIRED AT FARTHEST FIXTURE: JO PS Z MOP SINK 1 1 3 3 3 3 1 3 3 1Noo wo° 600 .0 ' FLOOR SINK 2 3 6 PRESSURE LOSS DUE TO HEIGHT: 2.3 PSI aoo 40o No No PRESSURE LOSS THRU METER: 2" 2 PSI .0 zoo J Q PRESSURE LOSS THRU BACKFLOW PREVENTER: 9 PSILLJ iW U eO CC OTHER LOSSES:PRV SET 0 80 PSI 5 PSI 80 so 40 40 [ ¢ d 30 I'i SUB-TOTALS: 15 9 5 SUBTOTAL 48.3 PSI zo BUILDING SEWER SIZE: 6 INCHES LOSS AVAILABLE FOR FRICTION: 16 10 e 80 - 48.3 31.1 PSI s + COLD WATER: 9 FU s 5 4 4 LENGTH OF RUNS 2 z v,�ea"vcs ;oNq( COLD WATER: METER TO FARTHEST FIXTURE OUTSIDE BUILDING: 20 FT Q,a (CONTINUOUS FLOW DEMAND): 9 FU INSIDE BUILDING: 140 FT o TOTAL: 160 FT 0.1 n.2 0.304 0.00.8 23 456 810 20 3040508000100 r FT COLD WATER DEMAND: 9 FU Fh m Law[0.w Sgwn in HW pe,1 OO Faot LpngMI ♦ e p • EQUIVALENT LENGTH(FT): 160 X 1.25 FT 200 FT PIPE MATERIAL M �'pS•orNcn1�eoe-�c FIXTURE UNITS 1.25 FACTOR FOR FITTINGSSIZE HOT WATER SERVICE FU ALLOWABLE FRICTION LOSS 5 MAX FT/S MAXIMUM GPM scut NOTED 0.75 (B FU /0.75) = 11 9 Pep""NO. 1795 PRESSURE AVAILABLE(PSI) 31.7 1 (16 FU / 0.75) = 21 15 1.25 (28 FU 0.75 °`KN*`0 KMF EQUIVALENT(FT)/700(FT) a 200.0 x 100 15.9 / ) = 37 24 , 1.5 (46 FU /0.75) = 61 34 OWN*` RT Y 2 (119 FU / 0.75) = 159 57 CHOCKED KMF 2.5 (245 FU /0.75) = 327 91 pay 3 (406 FU / 0.75) = 541 133 06/25/2018 * HOT WATER PIPE SIZING BASED ON 16.0 PSI/10OFT AND MAX. VELOCITY OF 5 FPS FOR HOT WATER PIPING. FACTOR OF 75%ACCOUNTED FOR IN TABLE FOR DE-RATED DHW LOADS. P- 5 * WATER CALCULATION FOR ENGINEERED PLUMBING SYSTEM BASED ON APPENDIX A OF THE CPC Y I SHUCRI "CHUCK" I. YAGHI Consulting Engineers: Residential & Commercial 112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 FAX: 714/744-3676 STRUCTURAL CALCULATIONS DESIGNED BY: S , l JOB NUMBER: 3 2— DATE: - /.S PROJECT: 6 74- 6 CLIENT: L� BUILDING CODE: INTERNATIONAL BUILDING CODE 2015 EDITION, CALIFORNIA BUILDING CODE 2016 EDITION AND L.A.C. CODE 2017 MATERIALS: Except as otherwise specified herein: 7 7 Concrete TYPE "II" 2,500 PSI at 28 days. ;. Concrete Block Grade N. Light Weight Units, ASTM C-90 Brick Masonry Grade MW, 2,500 PSI Units, ASTM -62 Reinforced Steel 20,000 PSI (ASTM A615, Grade 40) XF. .I,,. ; r ;� Structural Steel 24,000 PSI (Compact) (ASTM A572 Grade 50) Structural Pipe 22,006 .PSI (ASTM A-36) Plywood Sheathing D.F.P.A., Structural II, INTR., P.S.1-95 Glu-Laminated Beams 2,400 PSI (D.F.- Larch Comb."A" or Comb. 24F) Lumber Grade Marked D.F.-Larch, W.C.L.B. 'a.�: , �, Grading Rule 16. ,s� o s `ea#in esrur �i1 Ft, . u }e s s e i1 in soils report. DATE SIGNED: x � E!L DESIGN REFERENCE: (Includin ' } r., a cz �r DG Wood ru�rU t Volume1Nation rs Association DXR : jei Enforce ck Concrete 71'Crete-Besic -klaridbook, Strength Design Handbook, ACI ConcreteBkpe rjsrQ oy anual, by ason�y Brick Masonry tryn ` Job: H i Delta° - Type WH Engineer. Water Heaters Contractor: Models 302C-902C Prepared By: Date: Model: Indoor/Outdoor: MBTUH Input: • 100%Factory Fire Tested • Thermal Efficiency:83.1% • Versa IC®Controller with LCD Display • Maximum Setpoint: 150°F • Maximum Outlet Temperature:200°F • Minimum Non-Condensing Inlet Temperature: 105•F • Thermal Shock Proof Heat Exchanger • Limited Twenty-Year Thermal Shock Warranty • Limited Ten-Year Heat Exchanger Warranty • Full Safety Diagnostics with Fault History • PolyTuf Powder Coated Cabinet • No Combustible Floor Shield Required • Fan-Assisted ° • Patented Burner Security Blanket • Ultra-Low NOx—SCAQMD 1146.2 Certified • Cascade up to 4 Heaters—No External Sequencer Required Proudly Assembled in the USA ik Heat Exchanger LCD Display;Status,Fault and Diagnostics • HLW Stamp Cold Water Protection Function Options • Headers ❑ Optional CWR Variable-Speed Pump ❑ D-21 TruSeal"Direct Vent ❑ Brass—Standard (See Cat.5000.73) ❑ F-10 Low Water Cut-Off,Remote Probe ❑ A-2 Glass-Lined Cast Iron Modbus RTU BMS Port(Up to 115K Baud, ❑ 1-1 High Limit Control,Auto Reset • ASME Inspected and Stamped ❑B-85—BMS Gateway—BACnet MS/TP, ❑ P-_ Pump: HP,120V,10,60Hz 160 PSIG Working Pressure BACnet IP,N2 Metasys or Modbus TCP ❑Bronze • National Board Approved ❑B-86—BMS Gateway—LonWorks ❑Mounted ❑Loose • Cupro-Nickel Fin Tubing-Standard ❑Front ❑Rear • ASME Steel Tube Sheet Gas Train ❑ S-1 Low Gas Pressure Switch,Manual • Silicone High-Temp.O-Rings Manual Gas Shut-Off Valve(s) ❑ S-2 High Gas Pressure Switch,Manual • ASME Pressure Relief Valve Combo Valve(s) ❑ X-1 SureRack®Kit ❑ 125 PSIG—Standard Firing Mode ❑ X-2 SureRack Add-on ❑ PSIG—Optional 2-Stage(WH3):Models 302C-902C ❑ • Temperature and Pressure Gauge Fuel Additional Options or Accessories • Water Connections ❑ Natural Gas p ❑ Left—Standard ❑ Propane Gas(HD-5) El ❑ A-6 Right Hand ❑ G—20 4"WC Nat Supply Controls Design Certified-ANSI Z21.10.3/CSA 4.3 Multi-Boiler Temperature Controllers • 120V,60Hz,10 Power Supply Construction ❑Temp -36,2-Mod+Hybrid • 120/24V 60Hz Transformer Indoor/Outdoor Construction ❑B-36,2-4 Heaters • Versa IC®Integrated Control Enclosed Front Controls El B-37, Heaters 11-1 • 100%Shut-Off/Lockout CSA Low Lead Certified(5.25%Lead) ❑B-38, 1-16 Heaters • Hot Surface Ignition ❑B-39 EMS 4-20mA Remote Setpoint Interface 9 Venting Module • Ignition Module Vent Location ❑B-62 BACnet MS/TP Interface ❑3-Try—Standard ❑ Top—Standard ❑C-6 Single-Try ❑ D-14 Rear • Remote Flame Sensor Vent Termination Cap • Fixed High Limit,Manual Reset 240°F ❑ D-11 Outdoor • On/Off Power Switch ❑ D-15 Indoor,Horizontal • Flow Switch ❑ Indoor,Vertical(by others) • Blocked Vent Pressure Switch Combustion Air • Combustion Air Proving Switch ❑ D-17 In-Line Filter Kit(TruSeal only) • Programmable Pump Time Delays ❑ D-16 Air Intake Elbow • Heater Extractor—Optional Recirculation ❑ By others • Enable/Disable ❑ Not required Burner !A Ultra-Low NOx:Less than 20 PPM N . .. SA-LLC HLW yW- ! li • Catalog No.: 3500.254A Effective: 08-15-17 Replaces: 10-15-16 Hi Delta - Type WH Models 302C-902C Model a"MOOR .cPr c� �na�a Darn COINEc P+ae \ co it / _.._. /-K xnuw R+IE www" `rn'i°' Srxta romnsa� +aExsa acns �� f _ ry� L.. Plll@E. PAPff- I r LN 75 i I 73- {-�� e ra n- i l - IL..--_.._._..-.,.� A NEM..yN •.....1dr455 P"4' Nip FRONT VIEW BACK VIEW to-a. r IPGME G EPT GA4 CpaKCEKN I. I . to-r/� 7/b ELEc'NtlGu. n„t fa waErna YXIN:.er ..7- to RAa"TOi WARN aut i-- �4!VT MIEN OURit a-SIa 7 Ps..SJa.._.. LEFT SIDE RIGHT SIDE w,m wu NOTE: Pump location varies based on model - and application. I 1/4 TOP VIEW - tn System Flow and Head Loss Model 1-4 Grains Per Gallon 5-15 Grains Per Gallon 16-25"'Grains Per Gallon AT GPM AP MTS SHL AT GPM AP MTS SHL AT GPM AP MTS SHL °F FT WC IN FT WC °F FT WC IN FT WC) °F FT WC IN (FT WC ❑302C 13 40 2.0 2 5.1 10 50 3.0 2 7.7 7 74 6.6 2 16.3 ❑402C 17 40 2.0 2 5.1 13 52 3.4 2 8.4 9 74 6.8 2 16.4 ❑502C 21 40 2.1 2 5.2 16 52 3.5 2 8.6 11 73 6.9 2 16.3 ❑652C 27 40 2.2 2 5.3 21 52 3.7 2 8.7 15 72 7.0 2 16.2 ❑752C 28 45 3.0 2 6.8 23 55 4.4 2 9.9 14 90 11.3 2 25.1 El 902C 28 54 4.3 2 9.7 21 73 7.8 2 17.2 17 90 11.7 2 25.5 SHL includes 50 ft of tubing each way(100 total) Must use optional cupro-nickel tubes.For hardness exceeding 25 GPG,must use water softener Recove Rates SPECIFICATIONS Approx. Model 20° 30° 40° 50° 60° 70° 80° 90° 100° In ut Output Model MBT id G Width NPT K W Amp. Shipping 302C 1511 1007 755 604 504 432 378 336 302 0 302C 300 249 36 3/4 6 14-314 6 380 Draw Wt.(I 402C 2010 1340 1005 804 670 574 502 447 402 ❑402C 399 332 43 3/4 6 18-1/2 6 445 502C 2518 1679 1259 1007 839 709 630 560 504 El502C 500 416 50 1-1/4 6 22 6 545 652C 3274 2182 1637 1309 1091 935 818 727 655 652C 650 540 60-1/2 1-1/4 8 27-1/4 6 590 752C 3777 2518 1889 1511 1259 1079 944 839 755 �} 752C 750 623 67-1/2 1-1/4 8 30-3/4 1 6 675 902C 4533 3022 2266 1813 1511 1295 1133 1007 907 f El902C 900 748 78 1-1/4 8 36 1 7 740 Dimensions are in inches NOTES: 1. Rates shown are for natural or propane gas,and elevations up to 4,500 feet.For installation above 4,500 feet,please contact manufacturer. 2. Required natural gas pressure is 7-10.5"WC.Required propane gas pressure is 11-13"WC. Raypak, Inc. . 2151 Eastman Avenue,Oxnard, CA 93030 ■ (805)278-5300 ■ Fax(800)872-9725 • www.raypak.com Catalog No.: 3500.254A Effective: 08-15-17 Replaces: 10-15-16 7/3/2018 Design Maps Summary Report rg Design Maps ')mmary Report User—Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data availab!e in 2008) Site Coordinates 33.685790N, 117.36852°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III r r j f .c Y" y �•y54.�j�r ��,f�'`'y.art.�� - ,p•ry`�-�."�Is..l}.�` Y � �rt�.7yf s�^y�,t i'✓,. b'.sf J t c rep 4Aa F , � r^� 44 �w�l& �� `� � � r ��c,y��� ?u� �„ e `� ¢g;.�fi x trt��'`,�ir��jt�µ+� .✓ I �� �tr�,'S�r,� . � W3� y�j1 1� ' � 4 1 '�'(Si' - .'i'��d � � •a C �. IPS � ��+�4��'C 7 C �l. k �r����fy Ma�I �4r �n �.1r-t-;�>< I�lri ��:` + .m�it � � ✓'Fx { �,11VI1ECl4 oil r�� f n � C � a �n ,. S� �.g7 t 'ij 1a�` �.�s1'j-•c� �k" �k'" � eRfx ��' .i ;�': �f � ��t s�if o ig; � C '�����+'4,.,,w��r`ti�'�Kw}w5+?��E3fJ� a�•Cr��F{r C�1 �����''� rt� .r Z � ?�}r��f:• `�--=_£'3 q 4jyr`", Q 1 ��ara � a2✓ 4* "ti �.����»!7 Ip,��d>, ,�r51;� '3J;4�+ 'Y.� 12an `�M0'e� w!r� ' s ' +&i .'. r s p lliAlg a --• ?'x da -Alf P a { �.�yam• `ter spgi fyr�,-�f . , `fit r ;r •s� �e i_ i�a .7 PJIr. �ff�� a � �,,,� ,^ .�• r s�'1� � i� 6# � '�S§ M'� `fXxFF'•�._3 �r�tY:fx�� �'X`s �,T,fZi '.�:t�r���.".t .=���„"ter '� .s '.`r,�.. - •.,r ,:3 .:,...'>� •.}�ti•.. '�u'-� ,':i4�°e;;' .'a�«��� �r,..,7'i„'w,. USGS—Provided Output Ss = 2.377 g SMS = 2.377 g So, = 1.585 g Sl = 0.958 g SMI = 1.437 g Sol = 0.958 g For information on how the SS and St values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. AiCE.s Response Spectrum Design Response Spectrum 1.76 '_.0 a 1 M I,q2 9 Ilvi 1.12 CI I.A4 - q o!:t. n-4, t:34 i,If. i�rYJ frJ•� n�.;J ..i.3J f7.l+.f i}eu I�;: I�•J 1.�:! I.y: Ir�i J.,yi '�.�: '.l:li ri,yl tl�.i �;ihl l!�• 1.:\J 1.4. If.AI IN- :Jra Pad.T 4w P M,T Ism) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein.This too! is not a substitute`or technical subject-matter knowledge, `4.01 a 1 PROJECT: PAGE �, _'.;,,r-; t ':_ _ t`T ft, CLIENT : DESIGN BY JOB NO. : DATE REVIEW BY Wind Load, on Roof Screen /Roof Equipment, Based on ASCE 7-16 INPUT DATA&DESIGN SUMMARY — v — BASIC WIND VELOCITY V = 110 mph r� Ln EXPOSURE TYPE(B,C, D) __� C I o 'r -id Load SCREEN TOP ELEVATION H = 24 ft of CI P HEIGHT OF STRUCTURE(<60 ft) h = 20 ft.(ASCE 7-16 26.10.2) ] BUILDING WIDTH B = 63 ft Roof BUILDING LENGTH L = 128.5 ft T SCREEN VERTICAL SIZE E = 4 ft SCREEN HORIZONTAL SIZE D = 3.33 ft,(ASCE 7-16 29,4.1) VERTICAL PROJECTED AREA Af = 47.32 ftz HORIZONTAL PROJECTED AREA A, = 39.39 ftz TOPOGRAPHIC FACTOR KZ, = 1 Flat,(26 8&,Table 26.8 Ground-1) i Out-of-plane load for screen design P = 45.8 psf,Horizontal X Fh = 2.168 kips,Horizontal F = 1.425 kips,Vertical WIND ANALYSIS Out-cf-plane wind force for screen design(ASCE 7-16,29.4:1) Fh= PA f=ghGC,A f=(0.00256KzKz,KeV2)Gr ,A f= ( 45.8 psf)At = 2.168 kips,Horizontal Where- G Cr = Max(Min[2-At/(B h), 1.9], 1.0) = 1.90 ,(ASCE 7-16 Eq-29.4-2) he = 22 ft,centroid height of the screen B h = 1260 ftz,building side area (ASCE 7-16 Eq.29.4-2) K, = 0.92 (ASCE 7-16 Tab,26.10-1) Kd = 0-85 ,(ASCE 7-16 26.6) K. = 1 (ASCE 7-16 Tab.26,9-1)- F,= PA,=q,,GC'rA,_(0.00256Kz Kz,K,rV')GC,A,_ ( 36 2 psf)Ar = 1.425 kips,Vertical Where G Cr = Max{Min[2-Art(B L), 1.51 1.0) = 1.50 ,(ASCE 7-16 Eq.29.4-3) B L = 8096 ftz,building side area (ASCE 716 Eq.29,4-3) EQUIPMENT ON ROOF [ASCE 7-10, Sec. 13.3.1] FP(s) = 0.4 x al x SDS x ( P ) WP ( 1 + 2 hz ) W P R IP aP = 2.5 SDS = 1.585 (MAX) FP, Fw INP = 800.0 Ib 4.00 ft RP = 6.0 2.00 ft IP z = h FP(s) = 634.00 Ib �-- 2.00 ft -►I Fp(s)min = 0.30 x SDS x IP x"WP = 380.40 Ib OK Fp(s)max = 1.60 X SDS X IP x WP = 2028.80 Ib OK FP(w) =1 27.5 1psf x F-5-66-1 ft x 4.00 ft Fp(w) = 616.00 Ib MO.T(S) = 634.0 x 2.0 MO.T.(s) = 1268.00 Ib-ft ( T(s) = C(s) = 634.00 Ib ) MO.T.(W) = 616.0 x 2.0 MO.T.(w) = 1232.00 Ib-ft ( T(m = C(m = 616.00 Ib ) MR(s) = 800.0 x ( 2.0 / 2 ) MR(s) = 800.00 Ib-ft ALLOWABLE STRESS DESIGN.- LOAD COMB. FACTORS(ASCE 7-10): 12.4.2.3,#8: (0.7xpxE')-(0.6-0.14 SDS)D [p= 1.0],ASCE 7-10, 13.3.1 2.4.1.,#7: 0.6W-0.6D UPLIFT: (5)EA. SIDE (0)EA. TIEDOWN (SEISMIC): _ ( 887.60 - 302.48 ) / ( 2.00 ) = 292.56 Ib / 2 = 146.3 Ib (WIND): _ ( 739.20 - 480.00 ) / ( 2.00 ) = 129.60 Ib / 2 = 64.8 Ib SHEAR: (SEISMIC): = 443.80 Ib / 4 = 111.0 Ib (PER ANCHOR) (WIND): = 369.60 Ib / 4 = 92.4 Ib (PER ANCHOR) STRENGTH DESIGN LOAD COMB. FACTORS(ASCE 7-10): 12.4.2.3,#7: (1.0xpxE)-(0.9-0.2 SDS)D [p= 1.0],ASCE 7-10, 13.3.1 2.3.2.,#6: 1.OW-0.9D UPLIFT: -0,EA. SIDE: �EA. TIEDOWN: (SEISMIC): _ ( 1268.00 - 466.40 ) / ( 2.00 ) = 400.80 Ib / 2 = 200.4 Ib (WIND): _ ( 1232.00 720.00 ) ! ( 2.00 ) = 256.00 Ib / 2 = 128.0 Ib SHEAR: (SEISMIC): = 634.00 Ib I 4 = 158.5 Ibs (PER BOLT) (WIND): = 616.00 Ib / = 154.0 Ibs (PER BOLT) USE: TIE DOWN w/ 1/2 in DIAM la ea. Corner and all bolts holes f � i4- i i � s S oo / Z = 4- 06 616 12 s 23 1 3 S - 30 3 X 6 S 5r E � `' 4- Xv, t �`� Sri "� { a �l )J Cd p ` ?^� �` �J � U7 /�-��''� _ ,. . . . � � d...� _ --- -�_ r�_ ��� 1 � � � �� ► y �, f j�—t�� 'f,�..J dam^ � p„��:_:.`3� PREMIER ND � 7�'RIE,s , INC. COMMERCIAL EVAPORATIVE COOLER LEGEND: 60" 1. HOUSING,Stainless steel,grade 304 2. EVAPORATIVE COOLING MODULE: Stainless steel,grade 304 3. BLOWER: Centrifugal type,DWDI,class 1, � arrangement 3,forward curve type Pump 4. MOTOR: Open face,drip proof type. O 5. COOLING MEDIA: Glacier-Cor/CeIDEK 6. ELECTRICAL CONTROLS: Disconnect,Mag Starter&Pump Relaym(OPTIONAL,SEE Float WRITTEN SPECS) 7. ACCESS PANELS: Lift off panel for fan section and lift off cover for cooling media access on models 60,80& 120. Model 160 has lift-off panel. 8. WASHABLE FILTERS PLAN VIEW 8 4 5 42" 6 3 VV 0 0 FACE (INTAKE) ELEVATION 2 PCEC-40, 4,350 CFM @ .77" TSP NOT TO SCALE